Maintenance and Repairing of UPVC Plumbing Network with Necessary Upgradation and Misc. Civil works at Different Municipal Bunglows, School, and Other Mun. Buildings in Navrangpura area at Navrangpura ward at west zone. (Re-Tender)

1. Name of Work : Maintenance and Repairing of UPVC Plumbing Network with

Necessary Upgradation and Misc. Civil works at Different

Municipal Bunglows, School, and Other Mun. Buildings in

Navrangpura area at Navrangpura ward at west zone. (Re-

2. Tender Estimated Cost : Rs:-

: 1% of the Tender Cost in the form of Rs. 8378.00 (D.D. / Pay

3. Earnest Money

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

4 Tender Fee Rs : Demand Draft of Rs.

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “E-2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

8. (i) Last Date of Submission of :

the Tender Dt.01-09-2026 upto 18:00 PM

(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. It shall

Schedule of Quantities and not be submitted Physically.

9. Date of Opening : Dt 02-09-2026 , 15:00 PM

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

Opening of Tender On Dt.02-09-2026 &12:00 pm West Zone, 2nd Floor, A.M. Office, Dr.

Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

Municipal Corporation, W.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

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

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

Time permitted to start parts

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.

 The staff of the contractor shall wear safety jackets,

hoes, helmets etc. while on duty and any violation will attract

fine of Rs. 5,000/- for each incident.

Safety Failure to erect safety signage or trying to carry out he

works without proper precautions/safety measures as

equired will attract a fine of Rs. 5,000/- for each incident.

The contractor shall be responsible to make good and remedy at

his own expense any defect which may develop or may be noticed

before the period mentioned hereunder from the certified date of

completion, The within 15 days of receipt of the notice. In the case

of failure on the part of the contractor, the Engineer-in-charge may

rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate

the whole or any part of the amount of security deposit towards

Defect &Liability Period the expenses, if any, Incurred by him in rectification, removal or re-

14 execution. The Defects Liability period shall be as under(a) for all

works costing upto Rs. 50,000 ( amount put to tender), the period

shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the

certified date of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period

shall be 12 months from the certified date of completion which

ENGINEERING DEPARTMENT- WEST ZONE.

should include one monsoon.

(d) For building works, the period specified in (a), (b) or (c) above

OR elapse of monsoon period following the certified date of

completion, whichever is later. For the purpose of deciding the

monsoon period, the 30th September may be treated as the last

Compensation for Delay 10% of Remaining work (As per Circular)

Whenever a work is allotted by Engineering staff, whether minor

or major of part thereof of any amount, the contractor shall be

bound to 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

Time permitted to start parts intimation as above by contractor the contractor shall be levied

16 of work penalty of (1) Rs.1000/- per day (for tenders amounting upto

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

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.

Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

Addendum/Corrigendum

17 Tender And The Same As to be Attached Along With The Tender

EPF Act As per Acoount Department circular no-37 Date:09/08/2018

GST will be paid extra by AMC/Authority at prevailing rate to the

Signature of contractor

Add. City Engg.(West Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :Date :

Engineering Department- Ahmedabad Municipal Corporation

Name of Work:- Maintenance and Repairing of UPVC Plumbing Network with Necessary Upgradation and

Misc. Civil works at Different Municipal Bunglows, School, and Other Mun. Buildings in Navrangpura

area at Navrangpura ward at west zone. (Re-Tender)

Sr. No. Qty Description of Item Rate in Rs. Per Amount Rs.

1a 1.00 Excavation for foundation up to1.5 m depth Cmt

including sorting out and stacking of useful 115.92

materials and disposing of theexcavated stuff

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

b 1.00 1.5 to 3.0 mt.depth Cmt

c 1.00 Excavation for foundation for depth from 3.0 m to 5.0 Cmt

m including sorting out and stacking of useful 141.11

materials and disposing off

the excavated stuff upto 50 Meter lead.(A) Loose or

d 1.00 Excavation for foundation for depth from 1.5 m to Cu.M.

3.0 m including sorting out and stacking of useful 270.83

materials and disposing off the excavated stuff upto

50 Meter lead.(C) Hard Murrum

2 1.00 Filling available excavated earth (excluding rock) Cmt

in trenches, plinth, sides of foundations etc. in 129.10

layers not exceeding 20 cm. in depth

consolidation each deposited layer by ramming and

3 1.00 Filling in plinth with sand underfloors Cmt

including watering ramming, consolidating and 455.63

dressing etc. complete.

4 1.00 Filling in foundation and plinth with murrum or Cmt

selected soil in layers of 20 cm. thickness 286.20

including watering, ramming and

consolidating etc.

5 1.00 Providing and laying cement concrete1:5:10 Cmt

(1-Cement: 5- coarses sand and:10-hand 2,492.51

broken stone aggregates 40mm nominal size)

and curing complete excluding cost of

formworkin (A) Foundation and Plinth (upto

6 1.00 Providing and laying cement concrete1:4:8 Cmt

(1-Cement: 4- coarses and:8-hand broken 2,634.11

stone aggregates 40mm nominal size) and

curing complete excluding cost of formworkin

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

7 1.00 Providing and laying cement concrete 1:3:6 (1- Cmt

Cement : 3- coarse sand : 6- hand broken stone 2,956.44

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth..

8 1.00 Providing and laying cement concrete 1:3:6 Cmt

(1-Cement:3-coarse sand:6-hand broken 4,006.15

stone aggregates 20mm nominal size) and

curing complete including cost of formwork in (A)

wall caps/coping (upto 10 ton)..

9 1.00 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

a 1.00 Foundations, footings, base or columns and Cmt

mass concrete 3,923.53

b 1.00 Slabs, landing, shelves, balconies, lintels, beams, Cmt

girders and cantilivers upto floor two level 4,012.47

c 1.00 Independent piers, columns, and pillars, upto floor Cmt

two level 4,012.47

10 1.00 Provdg. & laying cement concrete 1:2:4 (1 cement Cu.M.

: 2 coarse sand : 4 graded stone aggregates 20 6,487.07

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 reinforcement.

11 1.00 Providing and laying controlled cement concrete Cum

M.150 for curing complete excluding cost of 3,871.39

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings,Base of

columns and Mass concrete

11A 1.00 Providing and laying in position Ready Cmt

Mixed M-150 grade concrete for reinforced 3,790.21

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

12 0.00 Providing and laying in position Ready Cmt -

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

12a 0.00 Providing and laying controlled cement concrete Cum -

M.200for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings,Base of

columns and Mass concrete

b 0.00 Walls, from top of foundation level upto floor two Cum -

c 0.00 Slabs,landing,shelves,Balconies Lintels, Beams, Cum -

Girders and Cantilever upto floor two level.

d 0.00 Columns, Pillars posts and struts upto floor two Cum -

e 0.00 Staircases excluding landing upto floor two level Cum -

f 0.00 Vertical and Horizontial its upto floor two level. Cum -

13 0.00 Providing and laying in position Ready Cmt -

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 )

13A 0.00 Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

B 0.00 Foundations, footings, Base of columns and Mass Cu.M. -

C 0.00 Walls, from top of foundation Cu.M. -

level upto floor two leve

D 0.00 Slabs,landing,shelves,Balconies, Lintels, Beams, Cu.M. -

Girders and Cantilever upto floor two level.

E 0.00 Columns, Pillars posts and Cu.M. -

struts, upto floor two level.

14 0.00 Providing and laying in position Ready Mixed M-300 Cum -

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)

15 0.00 Providing and laying in position Ready Mixed M-350 Cum -

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)

15a 0.00 Providing and Laying ordinary cement Cum -

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

15b 0.00 Providing and Laying ordinary cement Cum -

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

15c 0.00 Providing and laying ordinary cement concrete 1:2:4 Cum -

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

aggregates 20 mm nominal size) for R.C.C lintel

including finishing smooth with,curing etc. complete

including the cost of formwork but excluding the cost

of reinforcement.

16 Brick work using common burnt clay building

bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in

Cement Mortar1:5 (1-Cement :5 - fine

1.00 (A) Conventional (upto 10 ton) Cmt

1.00 B) Modular Cmt

17 Extra Rate for brickwork in Above Item for

super structure above plinth level upto floor two

level (B) Conventional

a 1.00 (A) Conventional (upto 10 ton) Cmt

b 1.00 B) Modular Cmt

c 1.00 C) above floor two level Item No. 2(6.13) (A) Modular Per Floor

d 1.00 D) above floor two level Item No. 2(6.13) (B) Per Floor

Conventional 40.09 Per Cum

18 1.00 Half brick masonry in common brunt clay Smt

building bricks having crushing strength not less 593.90

than 35 Kg/Sq.Cm. in Cement mortar 1:4 ( 1-Cement

: 4 coarse sand ) in foundation and

Plinth conventional brickwork (up to 10 ton) (B)

19 1.00 Extra for half brick masonry in super structure Smt

above plinth level upto floor two level 52.80

(B) conventional

20 1.00 Providing and laying Pre cast Light weight concrete Sqm

hollow core wall with hollow core concrete unit 747.00

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)

21 1.00 Providing and laying Pre cast Light weight concrete Sqm

hollow core wall with hollow core concrete unit 842.00

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

22 1.00 Providing and laying Pre cast Regular concrete Sqm

hollow core wall with hollow core concrete unit 777.00

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 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

23 0.00 Providing and laying Precast Regular Sqm -

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

24 0.00 Providing form work in ordinary timber planking

so as to give a rough finish including

centering, shuttering, strutting and propping etc.

height of propping and centering below

supporting floor to celling not exceeding 4 M

& removal of the same for in situ reinforced or

plain concrete work upto floor four level

a 0.00 Foundation, footings, bases of columns etc. Smt -

and mass concrete.

b 0.00 (B) Flat surfaces such as soffits of supspened floors Smt -

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

mm in thickness.

c 0.00 (B) Flat surfaces such as soffits of suspended floor Smt -

roof slabs Landings and the like. (2) Floors etc.

above 200mm in thickness.

d 0.00 Vertical surface such as walls (any thickness) Smt -

partitions and the like including attached buttresses

& string course & the like.

e 0.00 (ii) Sides And Soffits Of Beam, Haunchings Smt -

Cantilevers, Girders, Bressumers And Lintels

Not Exceeding 1 M In Depth.

f 0.00 (G) Columns PillarsPosts and struts. (1) Square Smt -

Rectangular Polygonal in plan.

g 0.00 (2) Circular or curved in plan. Smt -

h 0.00 (H) (2) Sides and soffits of Beams Beam Haunchings Smt -

canti-levers Girders Bressumers and Lintels

exceeding 1M.in Depth.

25 1.00 Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws.

a 1.00 (A) Indian Teak Wood (ii) Fully Glazed. Smt

b 1.00 (B) Indian Teak Wood (ii) Fully Panelled Smt

c 1.00 (C) Indian Teak Wood (iii) Partly panelled and Smt

partly glazed. 5,133.69

26 0.00 Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows including

black enamelled M.S.butt hinges with necessary

a 0.00 (A) Indian teak wood. (i) Fully Panelled.(upto Smt -

b 0.00 (A) Indian teak wood. (ii) Fully Glazed.(upto 10 Smt -

c 0.00 (A) Indian teak wood. (iii) Partly panelled and Smt -

partly glazed. (upto 10 ton)

27 0.00 Providing and fixing 35 mm thick panelled,

glazed or panelled and glazed shutters for Doors

windows and clear story windows including

anodised alluminium But hinges with necessary

screws and indian teak wood shutters with.

a 0.00 (A) Plywood sheet panels. Smt -

b 0.00 (B) Particle board panels Smt -

c 0.00 (C)Hard board panels. Smt -

d 0.00 (D) Asbestos sheet panels. Smt -

28 0.00 Providing and fixing 25 mm thick shutters for Smt -

cup boards etc. including black enamelled

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

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

a 0.00 Providing and fixing 25 mm thick shutters for Smt -

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian teak

wood. (ii) Fully Glazed.

b 0.00 Providing and fixing 25 mm thick shutters for Smt -

cupboards etc. including anodised alluminium butt

hinges with necessary screws. (A) Indian teak wood.

(ii) Partly panelled and partly glazed.

29 0.00 Providing and fixing plain asbestos cement sheet Smt -

6 mm thick in partitions including fixing to

fames with screws etc, complete with 50 mm x

12 mm Deodar wood beading (Frames to

be paid separately) (upto 10 ton)

30 0.00 Providing and fixing in partitions 4 mm thick Smt -

medium hard board of approved quality including

fixing to fames with screws etc complete with

mm x 12 mm teak wood beading (Frames to

be paid separately) (upto 10 ton)

31 0.00 25 mm thick wooden shelves supported on Smt -

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

at suitable distances but not exceeding

75 cm. apart with Mango wood or equivalent

quality. (upto 10 ton)

32 0.00 40 mm thick wooden shelves supported on Smt -

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

suitable distances not exceeding 75cm. Apart

with Mango wood or equivalent quality. (upto

33 0.00 Providing and fixing M.S. round or square bars kg -

with M.S. flats at required spacing in wooden

frames of windows and clerestory

windows.(upto10 ton)

34 0.00 Providing and fixing M.S. grills of required pattern kg -

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

at required spacings and frame alround,

square or round bars with round headed bolts and

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

a 0.00 Providing and fixing M.S. grills of required pattern kg -

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

at required spacings and frame alround,

square or round bars with round headed bolts and

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

35 0.00 Providing and fixing glazed louvered glass Smt -

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)

36 0.00 Providing and fixing glazed louvered glass Smt -

windows and ventilators with teak wood frame

10 cm.x7 cm. size including 3 coats of oil

painting to wood work etc.complete.with wooden

louvers plank 12mm thick (upto 10 ton)

37 0.00 Providing and fixing 35 mm thick shutters for Smt -

Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm.

size including anodized alluminium fixtures

and fastenings including primer coat of approved

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

38 0.00 Providing and fixing 35 mm thick shutters for Smt -

Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm.

size including black enamelled iron oxidixed

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc,

complete.(ii) Fully Panelled.

a 0.00 Providing and fixing 35 mm thick shutters for Doors, Smt -

windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including anodized alluminium fixtures

and fastenings including primer coat of approved

quality and two coats of oil painting

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

39 0.00 Providing and fixing 30mm thick FACTORY Smt -

MADESOLID BOTH SIDE PRELAM PANEL PVC

DOORSHUTTER consisting of frame made out of

M.S.tubes of 19 gauge thickness and size of 19mm x

19mm for stiles, top and bottom rails. M.S. frame

shall have a coat of steel primer of approved

makdeand manufactures. M.S frame covered with

5mm thick heat moulded prelim PVC ‘C’ channel of

siz 30mm thickness, 70 mm width of which 50mm

shall be flat and 20mm shall be tapered in 45 degree

Angle on either side forming stiles, and 5mm thick,

95mm wide pream PVC sheet out of which 75mm

shall be flat and 20mm shall be tapered in 45 degree

on the inner side ot form top and bottom rail and

115mm wide prelim PVc sheet out of which75nmm

shall be flat and 20mm shall be - 75nmm shall be flat

and 20mm shall be tapered on both side to form

lock rail, Top, bottomand lock rails shall be provided

either side of the panel. 10mm (5mm x 2) thick

20mm wide cross PVC sheet shall be provided as

gap insert for top rail and bottom rails. Panelling of

5mm thck both side prelim PVC sheet to be fitted in

the M.S. frame welded,sealed to the stiles and rails

with 7mm (5mm + 2 mm) thick x 15mm wide PVC

sheet beading on inner side, and joined togeth

withsolvent cement adhesive. An additional 5mm

thick PVC strip of 20mm width is to be stuck on the

interior side of the ‘C” chanel using PVC solvent

adhesive etc. complete as per direction of

Engineering in charge, manufacture’s specification

40 0.00 Providing and fixing in position collapsible Sq.M. -

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 &

41 0.00 Providing and fixing 1 mm thick M.S. sheet Sqm -

sliding shutters with frame and diagonal

braces of 40x40x6 mm angle iron, 3.15 mm

M.S.gusset plates at Junctions and corners

mm dia. pulley, 40x40x6 mm angle and T-

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)

42 0.00 Providing and fixing rolling shutters of approved Sqm -

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.

a 0.00 Providing and fixing rolling shutters of approved Smt -

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

43 0.00 Providing and fixing extruded aluminum window Smt -

having extruded aluminum Colour Powder Coated

section frame main outer size 127mm x 38.10mm x

1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track

member size 122.20mm x 31.75mm x 1.10mm @

Wt. 1.205 Kg/mt,vertical member of size 122.20mm

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

sliding shutters of horizontal member size 40mm x

18mm x 1.29mm @ wt.of 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.

44 0.00 Providing and fixing window having extruded Sq. M. -

aluminum Colour anodized section frame main outer

size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt,

horizontal two track member size 61.85 mm x

mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member

of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of

0.659 Kg/mt with sliding shutters of horizontal

member size 40mm x 18mm x 1.29mm @ wt.of

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

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

45 0.00 Providing & Fixing in position Alluminium vents Sq. M. -

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

mmthick approved color Acrylic sheet of

standard quality etc. comp.

46 0.00 Providing and fixing standared extruded of Sq. M. -

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

47 0.00 Providing and fixing standared extruded of Sq.M. -

alluminium section of size 63.50 x 38.10 x 1.95

mm,@ Wt 1.094Kg / Rmt with colour Powder Coated

alluminium frame with 5 mm thick transparent bronze

colour tinted float glass as details etc complete for

48 0.00 Providing and laying 40 mm thick marble chips Sqm -

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

49 0.00 Providing and laying marble chips skirting Sqm -

(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

50 0.00 Providing and laying white glazed tiles 6mm thick in Sq.M. -

flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in white cement.

51 0.00 Providing and laying Ceramic tiles 6 mm thick in Sq.M. -

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 in white

cement. (upto 10 ton)

52 1.00 Providing & Fixing 2mm Aluminium / 4mmACP Smt

sheeting fixed with Type-11 Class-C High Intensity 5,832.20

Grade Sheeting as per IRC 67 : 2012 reflective

sheeting of size including lettering and signs as

53 1.00 Providing and laying Vitrified tiles 8 to 10 mm thick, Sq.M.

36''x36'' in flooring treads of steps and landing laid 1,469.91

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)

54 1.00 Providing and laying Vitrified tiles 8 to 10 mm thick, Sqm

24''x24'' in skrting risers of steps and dedo on 10 mm 1,062.50

thick cement plaster 1:3 (1- cement: 3-

coarse sand) and jointed with white cement

slurry (upto 10 ton)

55 1.00 Providing and laying Vitrified tiles 8 to 10 mm thick, Sqm

in skrting risers of steps and dedo on 10 mm 1,523.61

thick cement plaster 1:3 (1-cement:3- coarse

sand) and jointed with white cement slurry (upto

56 1.00 Providing and laying 800x1600 mm vitrified Sq. M.

Tiles 8 to 10 mm th. Double Charged 3,120.00

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. comp.The Rate is Inclusive of

Necessary Expoxy Grouting in chemical fixing as per

instructions of engineer in charge.

57 1.00 Providing and laying 24" x 24" vitrified 8 to Rmt

10 mm th.Double Charged Gloosy / Matt 165.00

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

/ Consultants for upto 10 cm high skirting as

approved by Engineer in charge over 10 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. comp.

58 1.00 Providing and laying polished Kota stone slab Sq.M.

flooring over 20 mm (Average) thick base of 982.83

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)

59 1.00 Providing and laying marble stone slab flooring over Sq.M.

20mm (average)base of cement mortar 1:6 (1- 2,194.63

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

1.5 - coarse sand) laid and jointed with gray cement

slurry including rubbing and polishing complete. (A)

Marble slab 25mm

60 1.00 Providing and laying polished Kota stone slab Sq.M.

flooring over 20 mm (Average) thick base of 1,085.48

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)

61 1.00 Providing and laying polished kota stone slab 25 mm Sq.M.

thick in risers of steps, skirting Dedo and pillars laid 1,176.03

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

coarses and) and jointed with gray cement

slury mixed with pigment to match the shade of

slab including rubbing and polishing

etc.complete. (upto 10 ton)

62 1.00 Providing and laying cement concrete Sq.M.

flooring 1:2:4 (1-cement: 2-coarses and:4-graded 297.68

stone aggregate 20mm nominal size) laid in one

layer and finished with a floating coat of neat

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

63 1.00 Providing and laying cement concrete Sq.M.

flooring 1:2:4 (1-cement: 2-coarse sand:4-graded 348.08

stone aggregate 20mm nominal size) laid in one

layer and finished with a floating coat of neat

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

64 1.00 Providing and fixing pre-cast concrete kerb Rmt

stone of gray cement based concrete block 30 376.43

cm length, 30 cm height and 15 cm thick of M200

grade concret as per approved design and

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)

65 1.00 Providing and fixing pre-cast Rubber Dye / steel Dye Smt

inter locking concrete block 60mm thick 680.10

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.

66 1.00 Providing and laying broken china mosaic flooring Sqm

for terrace using 12 mm to 20 mm broken pieces of 739.89

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.

67 1.00 Providing and laying coloured glazed tiles Sqm

of the size 300 mmx200 mmx8 mm/300 1,426.95

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

68 1.00 Providing corrugated G.I. sheet of class-3 Sqm

roofing fixed with glavanished iron J or L 719.93

Hooks, Bolts and nuts 8 mm diameter with bitumen

and G.I. limpet washer or G.I. limpet washer. filled

with white lead complete excluding the cost of

purlins, Rafters and Trusses. (1) 0.80 mm thick

sheet.(up to10 ton)

69 1.00 Providing ridges or hips 600 mm over allin plain Sqm

G.I. sheet class-3 fixed with G.I. J or L Hooks 635.58

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

washer complete. (1)

70 1.00 Providing and fixing 150 mm wide 450 mm over all Sqm

semi circular plain G.I.sheet class-3 gutter with 555.71

Iron brackets 40 mmx3 mm size Bolts, Nuts,

washers etc. including making necessary

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

71 0.00 Providing and fixing five courses water profing Sqm -

treatment with bitumen felt consisting of second

and fourth course of blown/ bitumen or/and

residual bitumen applied hot at 1.2 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

Cu.Metre/Sq.metre preparation of surface

excluding grading complete. (upto 10 ton)

72 0.00 Providing and fixing on wall face C.I. Rain water Rmt -

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.

73 0.00 Providing 15 mm thick cement plaster in single Sqm -

coat on Rough (Similar) side of single or half brick

walls for interior plastering up to floor two level

and finished even and smooth in (i) Cement

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

74 0.00 Providing 20mm thick sand faced cement plaster on Sqm -

walls upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3

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

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

75 0.00 Colour washing with lime on wall surface (two Sqm -

coats) over and including a primary coat of

white washing to give an even shade after

through brooming the surface to remove all dirt,

dust, mortar drops and other foreigh matter.

76 0.00 Removing dry or oil bound distemper by Sqm -

a washing and scraping and sand papering

the wall surface smooth including necessary

repairs to scratches complete.

77 0.00 Distempering with dry distemper of approved brand Sqm -

and manufacture (two coats) and of required

shade on wall surfaces of given an even shade,

over and including a priming coat of

whiting after thoroughly brooming the surface

free from mortar dropping and other foreign

77 a 0.00 Extra Coat for Above Item over above for Sqm -

every subsequent coat of approved brand and

78 0.00 Distempeing (Two coats) with oil bound Sqm -

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

79 0.00 Extra Coat for Above Item over above for Sqm -

every subsequent coat of approved brand and

80 1.00 Wall painting (two coats) with plastic emulsion Sqm

paint of approved brand and manufacture 78.44

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.

81 1.00 Extra over item for every sub sequent coat of Sqm

wall painting with plastic emulsion paint of 33.39

81 a 1.00 Extra over item for painting with plastic emulsion smt

paint of approved brand on ceilings and sloping 5.36

82 1.00 Applying priming coat over new steel and other Sqm

metel surface after and including preparing 34.34

the surface by throughly cleaning, oil, grease,

dirt and other foreign matter and scoured

with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing

83 1.00 Painting two coats (excluding priming coat) on Sqm

new steel and other metal surface with enamel 86.94

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.

84 1.00 Painting one coats (excluding priming coat) on Sqm

previously painted steel and other metal surface with 54.35

enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and

other foreign matter.

85 1.00 Extra over item for 83 & 84 every sub sequent coat Sqm

of paint. 50.40

86 1.00 Painting two coats (excluding priming coat) on Sqm

new steel and other metal surface with synthetic 64.66

enamel paint, brushing to give an even shade

including cleaning the surfaceofalldirt,dust and other

foreign matter.

87 1.00 Painting one coats (excluding priming coat) on Sqm

previously printed steel and other metal surface with 43.79

synthetic enamel paint, brushing to give an even

shade including cleaning the surface of all dirt, dust

and other foreign matter.

88 1.00 Extra over Above item for 86 & 87 for every sub Sqm

sequent coat of paint. 43.47

89 1.00 Painting two coats (excluding priming coat) on Sqm

external surface of new rain water, soil, waste and 20.16

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)

90 1.00 Painting two coats (excluding priming coat) on Sqm

external surface of new rain water, soil, waste and 25.05

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)

91 1.00 Painting two coats (excluding priming coat) on Sqm

new wood and wood based surface with enamel 40.17

paint, interior to give an even shade

including cleaning the surface of all dirt, dust

and other foreign matter sand papering and

stopping. (a) Ready mixed paint

brushing wood primier pink.

92 1.00 Painting one coats (excluding priming coat) on Sqm

previously painted wood and wood based 40.17

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

93 1.00 Extra over Above item for 91 & 92 every sub Sqm

sequent coat of paint. 36.39

94 1.00 Painting two coats (excluding priming coat) on new Sqm

wood and wood based surface with ready mixed 104.12

paint, brushing, oil, gloss, semi gloss to give and

even shade including cleaning of all dust, dirt and

other foreign matter sand papering and stopping.

95 1.00 Finishing wall with weather proof exterior Sqm

emulsion paint on wall surface (two coats) to 113.40

give an required shape even shade after

thoroughly brushing the surface to remove all dirt,

and remains of loose powdered

materials.etc complete

96 1.00 Applying two coats of putty & two coats of primer Sqm

of approved brand and manufacture on new wall 40.19

surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth.

97 1.00 Painting two coats (excluding priming coat) on Sq.M.

new wood and wood based surface with enamel 87.11

paint, interior to give an even shade

including cleaning the surface of all dirt, dust

and other foreign matter sand papering and

98 0.00 Writing letter or figures on any surface with per letter -

black japan paint (stops, comas, hyphens and 3.47 per

the like not to be measured and paid for Cm/Ht

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

10 Letter pet CM.HT)

99 0.00 Extra over items for using thick white paint per letter -

instead of black japan paint. (i)Block 0.07 per

(Letters/Figures) Cm/Ht

100 0.00 Polishing with french polish on new wood and Smt -

wood based surface to give an even

surface including cleaning, the surface of all dirt,

sand papering smooth and including a coat of wood

101 0.00 Extra over items for using thick white paint per letter -

instead of black japan paint. (ii) Indian 0.07 perCm/Ht

(Letters/Figures)

102 0.00 Painting lines, deashes, arrows, letters etc on Sqm -

roads, Air fields and like in two coats with road

marking paint, brushing including cleaning the

surface of all dirt, dust and other foreign matter.

(i)Over 10cmi n width

103 0.00 Painting lines, deashes, arrows, letters etc on Rmt -

roads, Air fields and like in two coats with road

marking paint, brushing including cleaning the

surface of all dirt, dust and other foreign

matter.(ii) Upto 10 cm in width

104 0.00 Painting lines, deashes, arrows, letters etc on roads, Sqm -

Air fields and like in one coats with road marking

paint, brushing including cleaning the surface of all

dirt, dust and other foreign matter. (i) Over 10cm in

105 0.00 Painting lines, deashes, arrows, letters etc on Sqm -

roads, Air fields and like in one coats with road

marking paint, brushing including cleaning the

surface of all dirt, dust and other foreign matter.

(ii) Upto 10cm in width

106 0.00 Demolition including stacking of serviceable Cu.M. -

materilas and disposal of unserviceable materials

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

107 0.00 Demolition of Brick work and stone masonry Cu.M. -

including stacking of serviceable materil as and

disposalof unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

107 A 0.00 Demolition of terrace including stacking of Smt -

serviceable materilas and disposal of unserviceable

materials with all lead and lift.(i) Brick tile covering.

108 0.00 Dismentaling tiled of stone floors laid in mortar Sqm -

including stacking of serviceable materil as and

disposal of unserviceable materials with all lead

109 0.00 Dismentaling of sheet roofing including Sqm -

ridges, Hips, Valleys, Gutters etc. stacking of

serviceable materil as and disposal of

unserviceable materials with all lead and lift.(i)

G.I.sheet roofing.

109 A 0.00 Dismentaling of sheet roofing including Sqm -

ridges, Hips, Valleys, Gutters etc. stacking of

serviceable materil as and disposal of

unserviceable materials with all lead and lift.(i)

A.C. sheet roofing.

110 0.00 Dismentling steel work including distempering Kg. -

and stacking the materials with all lead and lift.

111 0.00 Dismentling doors, windows, ventilators etc. Each -

(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

112 0.00 Dismentling doors, windows, ventilators etc. Each -

(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

113 1.00 Dismentling barbed wire in fencing including Rmt

making rolls and also including dismentling 66.15

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

114 1.00 (H) 80mm (upto 10 ton) Rmt

115 1.00 Making connection of galvanised Mild steel Each

distribution branch with galvanised mild steel main 600.08

50 mm to 80 mm nominal bore by providing

and fixing tee including cutting and threading

the pipes complete.

116 1.00 Scraping oil paint from steel and other metal Smt

surface and making the surface even (with 48.83

Hand Scraping.)

117 1.00 Removing and scraping of old deteriorated Smt

plaster of any thickness from wall / 19.38

R.C.C member including stacking of

serviceable material and disposal of unserviceable

from site of work with all lead and lift

118 1.00 Providing and fixing M.S. fan clamps of Each

shape and size as specified in existing R.C.C. 168.53

slab including cutting chase and making good.

119 1.00 Cutting out cracks of roof terrace to V-section, Rmt

cleaning out, wetting, grouting with cement and 64.58

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

120 1.00 Cutting out cracks roof terrace to V-Section Rmt

cleaning out and filling solidly with a hot 75.29

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

weight) (up to 10 ton)

121 1.00 Providing & Fixing in position Alluminium Sq. M.

doors with frame using approved quality 2,900.00

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

Shutter bottom section at 114.3x44.45 mm at (1.37

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

122 1.00 Providing & Fixing in position Fully Panelled / Partly Sq.M.

Panelled Partly Glazed / Fully Glazed Alluminium 4,583.00

doors with frame using approved quality

anodised extruded alluminium section of

mm thickness as approved by Engg. In

charge.(Jindal alluminium )(a) Frame sections

101.6x44.45 mm b) Shutter vertical & top

section 83.5x44.45 (wt. 1.31 kg/mt.)( at

kg/mt) © Shutter bottom section at

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.

123 1.00 Providing & Fixing in position Alluminium Sq. M.

window 2/3/4 track sliding / fix type with frame 4,518.00

using approved anodised extruded alluminium

section of minium thickness of 1.5 mm as approved

by Engg. In charge.(Jindal alluminium)

units equivalent. including P/F installing 5 mm

thick clear/tinted Glass of standard quality

124 1.00 Providing and fixing standared extruded of Sq. M.

alluminium section of size 63.50 x 38.10 x 1.95 1,815.14

mm,@ Wt 1.094Kg / Rmt with colour Powder Coated

alluminium frame with

5 mm thick transparent bronze colour tinted float

glass as details etc complete for Fix window.

125 1.00 Providing and fixing of Ridge flashing for Sqm

roof panel shall be made out of 0.5 mm 458.85

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 both

side of the sheet and polyester top coat 15-18

micron. The PP GI Sheet shall have plastic

protective guard film of minimum 25 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 .

126 1.00 Supplying and fixing vinyl flooring over the Smt

surface having 1-2 mm thickness as per 963.00

directed by engineer incharge etc as

completed (N.S.)

127 1.00 Providing and laying 15mm bamboza Smt

wooden flooring as per architect's drawing 2,690.00

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 )

128 1.00 Providing and fixing 1.20 Metre high fencing Rmt

with 2.0 Metre long M.S. Angle posts 40 mm x 40 385.40

mm x 6 mm and oil painting 3 coats fixed at

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

diagonals of galvanised steel barbed wire

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.

129 1.00 Dismentling barbed wire in fencing includingmaking Rmt.

rolls and also including dismentling fencingposts 66.15

including all earth work concrete in base andmaking

good the disturbed ground stacking usefulmaterials

as directed and disposing as directed anddisposing

of the unserviceable materials with alllead and lift.

130 1.00 Constructing a sink (chowkedi) with C.C. 1:2:4, Rmt

12 cm. thick over B.B. masonry in C.M, (1:6) in 2,235.66

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.

131 1.00 Constructing a cooking platform 60 cm. width and Rmt

70 cm high resting on B.B. Masonry walls 23 cm. 933.98

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

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

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

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

132 1.00 Making 15 mm groove in RCC work on road and Rmt

filling it with polysulfied selant and finished it good 30.00

incl. all all labour charges etc. comp as directed

133 1.00 P/A Tremix with dewartering machine and Sq.M.

floater machine on constructed CC work for 54.00

finishing the surface as per requirement. The

rate including all machinaries, labor, loading,

unloading, transportaion etc complete as per

direction given by engineer incharge.

134 1.00 Carring out timber treatment to all wood work Smt

including drilling holes and spraying oil based 54.98

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 is

recommended one litre chemical emulsion dillute

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

135 1.00 Applying general insecticide pest control Smt

treatment to floors, cup boards etc including 88.40

labour material etc. complete. Using

Heptachloride 20 EC. As Per 6113_pests

Consentration Weight 0.50 percentis

recommended one litre chemical emulsion dillute

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 as

136 1.00 Carring out plinth treatment to post construction / Smt

existing structure by spraying chemical solution 104.90

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 as

137 1.00 Carrying out wall treatment for termite control Smt

including spraying with chemical solution in oil 37.34

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

138 1.00 Providing erecting and fixing double coated Litre

Syntex PVC.(ISI) water tank of required 3.91

capacity each with all necessary fittings and

connection etc. complete on terrace.

139 1.00 Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade)

of the following nominal bore, tube fitting and

clamps including making good the wall ceiling and

1.00 (A) 15mm (upto 10 ton) Rmt

1.00 (B) 20mm (upto 10 ton) Rmt

1.00 (C) 25mm (upto 10 ton) Rmt

1.00 (D) 32mm (upto 10 ton) Rmt

1.00 (E) 40mm (upto 10 ton) Rmt

1.00 (F) 50mm (upto 10 ton) Rmt

140 1.00 Providing and laying in trenches galvanised

mild steel tubes (Midium grade) of the

following nominal bore, and tube fitting (Earth

work in trenches to be measured and paid for

1.00 (A) 15mm (upto 10 ton) Rmt

1.00 (B) 20mm (upto 10 ton) Rmt

1.00 (C) 25mm (upto 10 ton) Rmt

1.00 (D) 40mm (upto 10 ton) Rmt

1.00 (E) 65mm (upto 10 ton) Rmt

1.00 (H) 80mm (upto 10 ton) Rmt

141 1.00 Making connection of galvanised Mild steel Each

distribution branch with galvanised mild steel main 600.08

50 mm to 80 mm nominal bore by providing

and fixing tee including cutting and threading

the pipes complete.

142 1.00 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.

1.00 (A) 20 mm Rmt

1.00 (B) 25 mm Rmt

143 1.00 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.

1.00 (C) 32mm Rmt

1.00 (D) 40mm Rmt

1.00 (E) 50 mm Rmt

1.00 (F) 75mm Rmt

1.00 (G)110 mm Rmt

144 1.00 Providing and fixing cast iron (Spun) Nahni Each

trap of the following nominal diameter of self 600.08

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.

145 1.00 Providing and fixing water closet squatting Pan Each

(Indian type W.C.Pan) size 580 mm (Earth 926.10

work, bed concrete, foot rest and trap to be

measured and paid for separately) (A) Vitreous

China. (I)Long pattern = White colour

146 1.00 Provdg. & fixing wall mounted White / Color No.

Vitreous China European water closet 4,250.00

with integral P trap of "Cera" - Clair Series or

equivalent incl. seat cover , Chair Bracket etc.

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

147 1.00 Providing and fixing wsh down water closet Each

(Europe an type, W.C.Pan) with integral P or S 1,290.80

trap including jointing the trap with soil pipe in

Cement Mortar1:1 (1- Cement:1-fine sand)

(Seal and cover to be measured and paid

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

148 1.00 Providing and fixing Urinal of approved quality No.

including connection with trap and with integral 1,535.63

longitudinal flush pipe.(A) Squating plate pattern

white earthenware 550mm x 300mm.

149 1.00 Providing & Fixing Angle cock of " Ess Ess" - No.

Trend series or equivalent standard make 403.39

as approved by engg. in charge all complete.

149 A 1.00 Providing & Fixing pillar cock of " Ess Ess" - No.

Trend series or equivalent standard make 641.53

as approved by engg. in charge all complete.

150 1.00 Providing and fixing 100 mm size P or S trap Each

for water closet squatting pan including jointing 311.85

the trap with the pan and soil pipe in cement

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

China.Pattern in white colour

151 1.00 Providing and fixing washbasin with single hole for Each

pillar tap with C.I. or M.S. brackets painted white 1,400.18

including sutting holes and making good the same

but excluding fittings.(A) Vitreous China:(ii) Flat

Back washbasin 550 mm x v 400mm size. (i) In

152 1.00 Providing and fixing Kitchen sink with C.I. or M.S. Each

brackets, painted white including cutting holes 2,257.69

in walls and making good the same but excluding

fittings. © Vitreous China Sink. (i) 600 mm x

mmx 150 mm size

153 1.00 Providing and fixing 600 mm x 450 mm bevelled Each

edge mirrror of superior glass mounted on 6 825.48

mm thick A.C. sheet or ply wood sheet and fixing to

wooden pluge with C.P. brass screws and washers.

154 1.00 Providing and fixing chromium plated brass halftrun

flush cock of approved quality including

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

c 1.00 (1) 25 mm dia. No.

155 1.00 Provdg. & fixing White / Color Vitreous china No.

Counter wash basin with signle hole for pillar tap 2,950.00

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.

156 1.00 Finishing wall with water proofing cement paint of Smt

on wall surfaces (Two coats) to give an approved 56.87

brand and manufacture and of required shape

even shade after thoroughly brushing the surface to

remove all dirt and remains of loose powered

156 a 1.00 Extra over Item 156 for every subsequent coat of Smt

water proofing cement paint of approved brand 31.82

and manufacture.

157 1.00 Providing & Fixing S.S.304 Grade Sink of No.

Nirali / Krishna or Equivalent Make for 4,650.00

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

Direction of engg. In charge

157A 1.00 Providing and fixing Kitchen sink with C.I. or M.S. Each

brackets, painted white including cutting holes in 2,257.69

walls and making good the same but excluding

fittings. (C) Vitreous China Sink.(i) 600mm x 450mm

158 1.00 Providing and fixing C.P. brass towel rail Each

comlete with C.P.brass brackets fixed to 597.22

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

159 1.00 Providing and fixing 600 mmx120 mm glass shelf Each

with C.P. brass bracket and guard rail complete 561.03

mixed to wooden plug with C.P.brass screws.

160 1.00 Providing and fixing toilet paper holder. (A) Each

C.P.Brass 414.53

161 1.00 Providing and fixingof S.S. Railing pipe 50 mm x 16 Rmt

G ASIS 304 Grade as per instruction of engineer in 1,004.24

162 1.00 Providing and fixing screw down bib taps of

following size. (B) Brass chromium plated screws

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

163 1.00 Providing and fixing screw down bib taps of

following size. © Gun metal screw down bib tap.

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

164 1.00 Providing and fixing pillar tap, capstan head,

screw down high pressure with screws, shanks

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

165 1.00 Providing and fixing Gun metal check or non-

return fullway wheel valve.

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

1.00 (III) 25 MM DIA Each

1.00 (E) 40mm dia Each

165 A 1.00 Providing and fixing brass screw down stop tap.(A) Each

15 mm dia 203.79

B 1.00 20 MM DIA Each

C 1.00 25 MM DIA Each

166 1.00 Providing and fixing chromium plated brass

half trun flush cock of approved quality including

fixing in pipe line etc. complete.

1.00 (i) 20mm dia. Each

1.00 (ii) 25mm dia. Each

1.00 (iii) 32mm dia. Each

167 1.00 Providing and fixing Urinal or approved Each

quality including conecting the Urinal with 1,026.01

waste pipe , tap etc.complete. (A) White earthen

ware flat back or corner type size 430mm x

168 1.00 Providing and fixing Urinal of approved Each

quality including connection with trap and 1,535.63

with integral longitudinal flush pipe. (A) Squating

plate pattern white earthen ware 550mm x

169 1.00 Providing and fixing chromium plated, bottle Each

trap with necessary couplings of approved quality 292.87

for wash basin.

170 1.00 Providing and fixing ball cock ofapproved quality Each

as directed. (A) Copper Metal (i) 25mm dia. 131.57

171 1.00 Providing and fixing ball cock ofapproved quality Each

as directed. (A) Copper Metal (i) 50 mm dia. 187.96

172 1.00 Filling with good Quality thor as and where Cmt

directed by the Architect / Engineer-in-charge, 3,850.00

in sunk in layers of 15 cm. thickness, including

watering, ramming well etc. complete, as directed

by the Architect / Engineer-in-charge .

173 1.00 Providing laying and jointing in true line and level 15 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold 71.93

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at 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

174 1.00 Providing laying and jointing in true line and level 25 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold 90.93

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX orequivalent as

approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at 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

175 1.00 Providing laying and jointing in true line and level 32 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold 117.97

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at 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

176 1.00 Providing laying and jointing in true line and level 40 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold 146.65

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at 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

a 1.00 Providing laying and jointing in true line and level 50 Rmt

mm dia. U.P.V.C. Pipe (SCH-40) for cold 193.73

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at 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

177 1.00 Providing and fixing premoulded compressible filler Smt

board in black colour confirming to MoRT&H 788.78

Specifications (Clause 1015), having minimum

density 95kg/cum. non-staining with less than 1%

water absorption & compression recovery of 93%

minimum as per specification for 20 mm wide

expansion joint including cutting to required size and

shape at all levels etc.complete as directed.

178 1.00 Fixing sun film for protection sunlight in black or any Smt

colour as as directd by engineer In Charge.(Market 402.54

179 1.00 Providing & Fixing 3 mm thick F.R.P.sheet of SqM

Approved Quality & Color / Pattern as per 1,930.00

Consultant's design also includes required

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

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

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

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.)

180 1.00 Providing 2 mm thick F.R.P. Gutter with necessary Rmt

M.S. Supporting Brackets. (N.S.) 400.00

181 1.00 Hiring charges for J.C.B.machine inclduing cost Hrs.

of fuel, operator, dirver etc.. ( 12 hours 600.00

sift day/night) (N.S.)

182 1.00 To provide tractor with hydraulic trolley, driver, 4 No.

Nos. of Labor with all tools like bucket drum, 3,000.00

showels, trikam, pavadas, etc,, to

carryout different works during monsoon for

Hrs. Shift. Work shall be carried out as per

the instrucitons of Engineer In-Charge.No extra

charged shall be paid for night shift.

183 1.00 Roller Blind Providing and fixing Roller Blind Smt

curtain fixed on window level on wooden 3,285.00

batten and curtain lift with cotton thin rope,

make of aerolax or equivalent design and

colour as per instruction by engineer – in –

Charge with necessary hardware fitting, material

and labour etc complete.

184 1.00 Providing & Fixing Door closer - complete of No.

Approved make to wooden / Aluminium Doors as per 474.58

direction of engg. In charge.

185 1.00 Providing and fixiing M.S. Fan clamps type 1 of 16 No.

mm dia M.S. bar bent to shape with hooked ends of 124.74

R.C.C. slabs during laying incl. painting the exposed

protion of loops, all as per standard design complete.

186 1.00 Providing cement vata (10cm. x 10 cm. size) quarter Rmt

round in cement mortar 1:1 including neat cement 23.45

finishing, watering etc. complete.

187 1.00 Making Water connection from exi.Muni. Water line No.

188 1.00 Applying and providing Expansion joint sealing Smt

System on 100 mm vide joint including cleaning of 4,724.75

exansion joint by mechanical means provision of

adhesive and flexible membrane with required

bond length as per menufracturer specification and

4mm thick alluminium strip covering with one side

sloted and bolted with suitable system, inclusive of

all manpower, machinery and material as per

specification and as directed.

189 1.00 Providing and Fixing 1 H.P. Electrical monoblock or Set

submarcible water pumps withmotor and required 6,800.00

cable and switch board of approved brand and make

etc.comp.as directed.

190 a 1.00 .Providing TMT Bar FE 415 reinforcement for R.C.C. Kg.

work including bending, binding and placing in 66.59

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

b 1.00 ProvidingTMTBarFE500/500Dreinforcement for Kg.

R.C.C.workincluding bending,binding and placing in 75.46

position complete upto floor two level placing in

position complete upto floor two level placing in

position complete upto floor two level(upto 10 ton)

191 1.00 Providing and fixing 30mm thick solid both side Smt

prelam PVC door shutter (sintex door-equivalent) 2,214.00

with necessary alluminium fitting with EL-7 section

192 1.00 Providing & Fixing in position Alluminium window Sq. M.

sliding / fix type with frame using approved anodised 2,350.00

extruded alluminium section as approved by Engg.

In charge.(Jindal alluminium) units equivalent (a)

Frame sections 65 x 25 mm ( at 0.41 kg/mt)

(b)Sliding Frame bottom section of 61.85 x

mm (at 0.41 Kg/Rmt) © Shutter top & bottom section

40 x18 mm ( wt. 0.41 Kg/Rmt ) (d) Shutter interlock

vertical section 10 x 18 mm.( 0.41 Kg/ Rmt) (e)

Shutter vertical of 40 x 18 mm. (0.41 Kg/Rmt)

including P/F installing 5 mm thick approved color

Acrylic sheet of standard quality etc.comp.

193 5.00 Providing and laying polished Telephonic granite Smt

stone slab 18 mm thick in risers of steps, dedo and 4,372.00

pllars laid on 10 mm thick cement mortar 1:3 (1

cement:3 coarse sand) and jointed with gray cement

slurry including rubbing & polishing etc.complete.

194 1.00 Wall panelling with 12 mm MDF fixed to existing Smt

alluminium framing and making grove as per 1,688.00

design and finished with royal plastic paint as per

instruction of engineer incharge. (N.S.)

195 1.00 Providing and laying 15mm bamboza Smt

wooden flooring as per architect's drawing 4,371.25

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 )

196 1.00 Providing 20 mm thick double coat mala cement Sq.M.

plaster on interior brick / concrete work for plastering 269.78

comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 Cement : 4 coarse sand)

in rough finishing and 8 mm thick top coat of cement

mortar 1:2 (1 Cement : 2 Coarse sand) finished with

trovel including scaffolding curing etc. complete.

197 1.00 Finishing wall with weather proof exterior emulsion Sq.M.

paint on wall surface (two coats) to 113.40

give an required shape evenshade after thoroughly

brushing the surface to remove all dirt, and remains

of loose powdered materials.etc complete

198 1.00 High Back Chairs for vip Lounge Each

1.00 :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 – 115.5 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

199 1.00 Providing and supplying Medium Back Chair Each

for Control room MODEL LIKE HOF OCT 5,500.00

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 thick

cloth and draped with cloth of 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

200 1.00 Providing and fixing storage, entire unit to be made Smt

from 19 mm th. and 12mm Ply with 1.0mm &. 8 12,500.00

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.

201 1.00 Existing storage repairing and veneer on top Smt

Providing and fixing of Louvers On Existing d.c 7,500.00

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.

202A 1.00 Providing and fixing flush door shutters, solid Smt

core construction with frame of first class 4,686.36

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

B 1.00 Providing and fixing 35mm thick factory made Smt

moulded door shuter consisting of solid core single 2,131.00

leaf flush door of 30mm thickness, lipped with 15mm

(5mm x 3) thick x 30mm width on one stiles and top

rail and 10mm (5mm x 2) thick x 30mm width on the

other stilesand bottom rails. The inner panel

laminated with 2mm thick termite proof, water proof

and fire resistant moulded PVC

sheet with 2,4,6 raised panel design in different plain

and /or prelim colours on one side after routing the

moulded design on flush door and 2mm plain and/or

prelim PVC sheet on other side using rubber

adhesive on flush door and solvent cement adhesive

on the PVC liping etc. complete as per direction of

Engineer in charge, manufacture’s specification and

203 1.00 P/M/F chainlink jali 8'x4' size as per details sketch & Rmt

instructionof engineer in charge same as lal darwaja 1,230.00

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

fixed in 35x35x5 mm MS angle frame 8'x4' size with

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)

204 1.00 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

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

1.00 (A) stone masonary wall/stone dressed single faced Cmt

1.00 (B) stone coping (size 15"x8"x4") Rmt

1.00 (C) stone coping (size 15"x8"x9") Rmt

1.00 (D) stone column (size 15"x15") Cmt

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

205 1.00 Supplying and fixing of 300 mm-L x 150 mm-B x Rmt

380 mm-H Kerb block for Footpath in M-20 grade 350.89

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

b 1.00 Providing and fixing pre-cast concrete kerb stone of Rmt

gray cement based concrete block 30cm 376.43

length,30cm height and 15cm thick of M200 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc

206 1.00 Providing and Laying of Rubber Moulded Paver Smt

Block Grey/Coloured 60 mm thick, M-35 Grade of 501.60

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 mechanically compacted. The

work of paving blocks shall be executed in line and

level by skill mason of flooring work only. It should

be laid in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall

have 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 5 cms thick sand

207 1.00 Provoding and fixing flush door shutters, solid core Smt

construction with frame of first class hard wood with 1,779.97

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

208 1.00 I) Laying on Sand bedding as per requirement to fix Smt

the C.C.Block / Nibhada Stone in Line & Level 68.64

209 1.00 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 1.00 400mm high Nos.

B 1.00 300 mm high Nos.

C 1.00 230 mm high Nos.

210 1.00 Providing and fixing false ceiling at all height Smt

including providing and fixing of frame work made of 850.00

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

long G.I. wire at every junction, including fixing

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

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 painting.

211 1.00 Providing and fixing wall acoustical paneling using Sq.mt.

ecotone Slato/ Anutone slato or equivalent Acoustic 4,160.00

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.

212 1.00 Providing & Fixing SPEED BUMP - #2 No (1 black, 1 Rmt.

yellow) 350 x 500 x 50 mm, Size per color End Cape 2,185.00

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 .

213 1.00 Providing & Fixing in position 24 MM exposed grid Sq.mt.

suspension system with “P “ Grid profile false ceiling 2,619.00

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.

214 1.00 Providing and fixing of Roller blind curtain/blackout. Smt

The fabric shall be woven from formulated platisol 2,610.00

extruded over a polyaster yarn.The fabric shouldl be

weaved to provide subtle view of the side of the blind

and should offer elimination of glare and sunlight

radiance upto a minimum of 80%.The fabric shall be

flame retardant.

215 1.00 Providing and applying Texture Paint (Rustic Finish) Sq.m

on external plastered surfaces, pattern as per 425.00

sample approved by the Architect. including

preparing surface, using roller to get approved

texturised surface. Job to include making required

surface preparation, to receive Texture paint finish

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.

216 1.00 Providing and fixing PVC/Gpsysum plain colour Smt

false ceiling with grid type with aluminium 766.00

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.

217 1.00 Provdg. & laying S.W. Gully trap with brick masonry No.

chamber & water tight G.T.Stone including fixing of 1,279.40

covervSquare mouth trap 100 mm x100 mm size P-

218 1.00 Providing cement vata (10cmx10cmsize) quarter Rmt.

roundin cement mortar 1:1 including neat cement 23.45

finishing, waterin getc. complete.

219 1.00 Providing and laying (to level or slopes) and jointing Rmt.

with stiff mixture of Cement Mortar in proportion 1:1 211.05

Salt glazed stoneware pipes including testing of

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

220 1.00 Providing and laying (to level or slopes) and jointing Rmt.

with stiff mixture of Cement Mortar in proportion 1:1 288.23

Salt glazed stoneware pipes including testing of

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

221 1.00 Constructing brick masonry chamber for Each

underground C.I. Inspection chamber and bends 2,903.89

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. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2-

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

222 1.00 Constructing brick masonry chamber for Each

underground C.I. Inspection chamber and bends 3,624.51

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. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2-

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.

222A 1.00 Constructing brick masonry chamber for Each

underground C.I. Inspection chamber and bends 7,109.35

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. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2-

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.(iii) Inside dimensions

600mm x 850 mm and 450mm deep for pipe lines

with three or more inlets.

223 1.00 Providing, supplying and fixing precast C.C. blocks Rmt.

(M-20) edge kerb having size of 75 x 300 x 300 mm 219.00

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.

224a 1.00 Constructing a cooking Sandwich platform 60 cm. Rmt.

width and 70 cm high resting on B.B.Masonry walls 933.98

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

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.

224b 1.00 Constructing a cooking platform 60 cm. width and 70 Rmt

cm high resting on B.B.Masonry walls 23 cm.thick in 1,132.43

C.M.(1:6) with (ii) Fixing black kadappa stone 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

225 1.00 Providing and fixing hard drawn steel wire fabric Smt

75mm x 25mm mesh or weight not less than 7.75 kg. 754.65

per Sq.M. to window frames etc. including60 x 20mm

beading of teak wood.

226 1.00 Providing & fixing 15 cm wide chicken mesh jali with Rmt.

nails & then application of 15 mm plaster on R.C.C.& 35.00

masonary joints as per dir.of engg.in charge

227 1.00 Providing and laying cement concrete flooring 1:2:4 Smt.

(1-cement : 2-coarse sand : 4-graded stone 348.08

aggregate 20mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (A)

228 1.00 Providing and constructing, Underground (U/G) Litre

water tank of specified capacity, on specified 6.50

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 CM 1 :3 and water

proofing treatment as per IWP 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

229 1.00 Providing & Fixing of Armstrong Mineral Fibre Smt

Acoustical Suspended Ceiling System with Dune 1,307.00

(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 = 0.052 - 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

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 1.8 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 110 kg. The adjustable clip also consists

of a 3.5 mm aquiline wire to be used with the main

230 1.00 Providing and fixing PVC Printed pain colour false Smt

ceiling with grid type with alluminium frame 766.00

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

(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

231 5.00 Providing and supplying of labour for necessary No

manual excavation, cleaning, Shifting of Material Or 551.00

any other, or for any other work as directed by

Engineer In charge. The Rate includes Handcart with

A 5.00 Carpenter No

B 5.00 Fitter/Plumber/Mason No

C 5.00 WELDER/ Gas cutter at Day /night No

D 5.00 Supplting of welding machine / gas cutter including No

cost of welding rods/gas, Transportation, including 1,500.00

carting from site to work place.

E 5.00 Mazdoor at Day Male/Female No's

232 1.00 Conveyance charges of (A) limemurrumbuilding Cmt

rubbish earth manure or 326.73

sludge & execavated rock andrubbish [Limemurrum

building rubbish

233 1.00 Supplying electric breaker machine for RCC slab or Shift

asphalt demolishing work on site by using operator, 1,071.42

fuel, power supply etc.complete as directed. (no

payment should be allowed for non working

condition of machinery and for pipe line excavation

and M.H. work. Allowed only for break down work)

(Based on Previously approved rate by CE sir )

234 1.00 CatchPit Jali Fixing P/F FRC catch pit jali with frame No.

600mm x 600mm clear opening etc. comp. As 1,383.92

directed by engineer in charge. (Based on Central

235 1.00 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 1.00 15 MM DIA Rmt

B 1.00 20 MM DIA Rmt

C 1.00 25 MM DIA Rmt

D 1.00 32 MM DIA Rmt

E 1.00 40 MM DIA Rmt

F 1.00 50 MM DIA Rmt

236 1.00 Providing and fixing cast iron steps of size 500mm x Each

150mm x 22.5mm and painting with two coats of 162.23

Anti-corrosive paint etc. complete.

237 1.00 Supplying and fixing C.I. cover 300mm x 300mm Each

without frame for Gulley trap (Standard pattern) te 491.80

weight of cover to be not less 4.53 Kg.)

238 1.00 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.

1.00 (F) 75mm Rmt

1.00 (G)110 mm Rmt

239 1.00 Providing and fixing sheet glass, selected quality Smt

(Type-C) bedded in putty and fixed with 1,176.10

wooden beading including the cost of wooden

beadings of first class teakwood and necessary

cutting of glass. (2) 6 mm thick.

240 1.00 Providing and fixing rough cast wired glass, 6mm Smt

thick bedded in putty and fixed with 559.26

wooden beading including the cost of wooden

beadings of Indian teak wood and necessary cutting

of glass. (C) Wired - figured glass

241 1.00 Providing and fixing five courses water profing Smt

treatment with bitumen felt consisting of second and 466.84

fourth course of blown / bitumen or/ and residual

bitumen applied hot at 1.2 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 6mm and down

size or pea sizes gravel spread at 0.008 Cu. Metre /

including preparation of surface excluding grading

242 1.00 Providing and fixing three courses water profing Smt

treatment of Astral Make Company. with an first 753.20

layer of first course with fibre base, Second Course

of Water Proofing chemical coat, and Third Coat of

Fibre Coat with fibre base self finished felt type

grade 1 and final course of Burshing with chemical

Treatment with a thickness of 1 to 2 mm thickness,

including preparation of surface , The Said work

should be provided for a perfomance bond of

Years for warranty purpose.

243 1.00 Constructing Manhole with R.C.C. top slab in 1:2:4 Each

mix (1-cement :2-coarse sand : 4-graded stone 10,920.76

aggregate 20mm nominal size) foundation

concrete1:3:6 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

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) (1) A type depth

Metre for 150mm diameter sewer.

244 1.00 Providing and fixing of wall paper at Wall/Ceiling/ or Sq.Ft

at other places, as required. ( Basic Rate of Wall 140.00

paper must be (100-120) Rs. Per Sq.Ft. The Rate

includes of necessary material, with fixing and

transporation with necessary solution.

245 1.00 Providing and fixing of Shower of jaquar make for No's

Serial No. 0797N ALD ( High Flow C/Body-Jaquar, 3,802.00

Primary Batch )

246 1.00 Providing and fixing of Metro Pole of 40 mm dia of No's

Jaquar Make of series FLV-1093 N ( Serial No. 4,062.00

247 1.00 Providing and fixing of chair bracket for Support of No's

W.C. of Primary batch Series-7324 of Jaquar make 2,225.00

248 1.00 Providing and fixing of upper part of W/C of jaquar No's

series of 8481 2,378.00

249 1.00 Providing and fixing of 2 in 1 Bib cock of jaquar No's

Series of KUP-35041 (8481) as per Instructions of 2,889.00

engineer in charge.

250 1.00 Providing and fixing of Pillar cock of jaquar make No's

series EXTND 190 MM as per instructions of 4,043.00

engineer in charge.

251 1.00 Providing and fixing of Angle cock of jaquar make No's

series of KUP-35053 PM 1,870.00

252 1.00 Providing and fixing of shower of size 8x8m No's

including shower arm, flange, floor trape, including 7,851.00

all material with fixing as per Instructions of engineer

253 1.00 Supplying and fixing of Roller blind curtain In Smt

Patterned Fabric of Different Textures corded in 6,670.00

roller blinds with stiching fittings and of stichles

pattern. The Price Rate Includes necessary Making

with fixing of roller blind with roller mechanism as

instruction and selection of design as per engineer in

254 1.00 Supplying and fixing of Sheer Curtains of Different Smt

Size, In Patterned Fabric of White Colour Textures 1,955.00

stiching fittings and of stichless pattern. The Price

Rate Includes necessary Making with fixing of Sheer

Curtain with top channels of fixing as instruction of

engineer in charge.

255 1.00 Supplying and providing of Green Curtain for Smt

prevention of Sunlight. The Price Rate Includes 1,162.00

blackout curtains with dense or fabirc or foam

interlining material. The Price Rate also Includes

necessary fixing with roller tie ropes at site at any

height as per instruction of engineer in charge.

256 1.00 Demolition of Existing Platform and Construction of Jobwork

New Modular kitchen with necessary drawer 4,35,000.00

Arrangement, Providing and fixing of chimney, and

Providing of Self for Placing of utensils, with tandom

channels, Laminates in hard board material. The

Rate is exclusive of Granite work, including kitchen

sink and with necessary Plumbing work, as per

Instructions of engineer in charge. The Rate includes

with necessary materials of hardware, manpower,

necessary machinery for platform work and other

civil works upto any lead and lift as directed. The

Rate also includes carting of materials for to and fro

at the site. The Rate is inclusive of Providing of

Acrylic Material as Per Selection Given of any Size

For Kitchen Platform Work, with Necessary

Arrangement as per Instruction of Engineer in

The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.

Contractor’s Quoted Rate: -

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Addl.City Engineer ( West Zone )

Date: (West 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

(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

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 labour laws.

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

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

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 contractors.

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 as final.

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. 'M-5'.

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 structure.

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 & STAMP ADDL.CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 06 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 to under.

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

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 (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Period

1 Maintenance and Repairing of Rs. 8,37,805.86 Rs. 8,378.00 06 Months

UPVC Plumbing Network with

Necessary Upgradation and

Misc. Civil works at Different

Municipal Bunglows, School, and

Other Mun. Buildings in

Navrangpura area at

Navrangpura ward at west zone.

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs.2400.00 in the form of Demand

Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works

in the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL

COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be

specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal

Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their

representatives who choose to attend. In the event of the specified date of bid

submission/opening being declared a holiday for the Employer, the bids shall be received

/opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender

fee & EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate

envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/

Speed Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no

responsibility for the misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid of physically submitted document of all the bids received

for the package (except those received late) containing the sealed Tender volume and other

enclosures then announce the names of bidders in the presence of bidders or their representatives

who choose to attend on the date and time mentioned in the NIT In the event of specified date of

bid opening being declared as a holiday for the Employer, the Tender will be opened at the

appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer

at the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and

validity of EMD furnished with each bid, is valid registration and such other details, as the Employer

may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the

Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer

as non-responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with

valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the

bid shall be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly

signed, meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified in

the bid documents and is substantially responsive to the requirement of the bidding documents

and provides any clarification for ascertaining the correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 2 and qualified for award of Contract in

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and

time. In the event of specified date of bid opening being declared bidders who qualify the criteria

then bidder bid will be considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid

Price, provided that such bidder has been determined to be (i) eligible in accordance with the

provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify

the successful bidder by cable/fax and confirmed by registered letter that his bid has been

accepted. This letter shall name the sum which the Employer will pay the Contractor in

consideration of the execution, completion and maintenance of the Works by the Contractor as

prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving

letter of Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details furnished

by him in his bid. Such request by the Employer and the response by bidder shall be in writing or by

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid

from the time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid

comparison or contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for

itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter

its premises and lands for the purpose of such inspection, but only upon the express condition

that the bidder, its personnel and agents, will release and indemnify the Employer and its

personnel and agents from and against all liability in respect thereof and will be responsible for

death or personal injury, loss of or damage to property and any other loss, damage, costs and

expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the

Employer will in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be

valid for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly

as Early as possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned

when the bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful

bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%

(five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At

present a policy is framed by Audit department of AMC to charge 4% interest for the balance

period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as

per format shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &

As per AMC Rule