Civil work is to be done as per the requirement un the road sections and sub zonal offices as well as in the senior citizen park and other municipal bulidings as per the complaints received in Sabarmati Ward West Zone. (Re-Tender)

1. Name of Work : Civil work is to be done as per the requirement un the road

sections and sub zonal offices as well as in the senior citizen

park and other municipal bulidings as per the complaints

received in Sabarmati Ward West Zone. (Re-Tender)

2. Tender Estimated Cost : Rs:-

: 1% of the Tender Cost in the form of Rs. 65,635.00 (D.D. / Pay

3. Earnest Money

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

4 Tender Fee Rs : Demand Draft of Rs.2400.00

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “E1” 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 :

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

or by Courier.or hand delivery

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

(iii) Description essential to :

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

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

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

Schedule of Quantities and

Rates It shall not be submitted Physically.

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

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

Opening of Tender hours: 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

Defect &Liability Period the whole or any part of the amount of security deposit towards

14 the expenses, if any, Incurred by him in rectification, removal or re-

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

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 :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-WEST ZONE

Name of The Work:- Civil work is to be done as per the requirement un the road sections and sub

zonal offices as well as in the senior citizen park and other municipal bulidings as per the

complaints received in Sabarmati Ward West Zone. (Re-Tender)

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

1a 150 Excavation for foundation up to1.5 m depth 115.92 Cmt

including sorting out and stacking of useful

materials and disposing of theexcavated

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

b 20 1.5 to 3.0 mt.depth 128.52 Cmt

c 50 Excavation for foundation for depth from 3.0 m to 141.11 Cmt

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

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

d 50 Excavation for foundation for depth from 1.5 m 270.83 Cu.M.

to 3.0 m including sorting out and stacking of

useful materials and disposing off the excavated

stuff upto 50 Meter lead.(C) Hard Murrum

2 50 Filling available excavated earth (excluding 129.1 Cmt

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm. in

depth consolidation each deposited layer by

ramming and watering.

3 10 Filling in plinth with sand underfloors 455.63 Cmt

including watering ramming, consolidating and

dressing etc. complete.

4 10 Filling in foundation and plinth with murrum or 286.2 Cmt

selected soil in layers of 20 cm. thickness

including watering, ramming and

consolidating etc.

5 150 Providing and laying cement 2,492.51 Cmt

concrete1:5:10 (1-Cement: 5- coarses

sand and:10-hand broken stone aggregates

40mm nominal size) and curing

complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

6 50 Providing and laying cement 2,634.11 Cmt

concrete1:4:8 (1-Cement: 4- coarses

and:8-hand broken stone aggregates 40mm

nominal size) and curing complete

excluding cost of formworkin (A) Foundation

and Plinth (upto 10 ton).

7 20 Providing and laying cement concrete 1:3:6 (1- 2,956.44 Cmt

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

aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth..

8 10 Providing and laying cement concrete 4,006.15 Cmt

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

broken stone aggregates 20mm nominal

size) and curing complete including cost of

formwork in (A) wall caps/coping (upto

9 Providing and laying cement concrete

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

aggregates 20mm nominal size) curing

complete excluding cost of formwork

and reinforcement.

a 30 Foundations, footings, base or columns 3,923.53 Cmt

and mass concrete

b 10 Slabs, landing, shelves, balconies, lintels, 4,012.47 Cmt

beams, girders and cantilivers upto floor

c 5 Independent piers, columns, and pillars, upto 4,012.47 Cmt

floor two level

10 5 Provdg. & laying cement concrete 1:2:4 (1 6,487.07 Cu.M.

cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) for

reinforced concrete chhajjas not exceeding

10 cm. thickness upto floors two level

including finishing the exposed surfaces

with cement mortar 1:3 (1 cement : 3 find

sand) to give a smooth and even surface

centering and form work and curing

complete excluding cost of reinforcement.

11 5 Providing and laying controlled cement concrete 3,871.39 Cum

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base

of columns and Mass concrete

11A 5 Providing and laying in position Ready 3,790.21 Cmt

Mixed M-150 grade concrete for

reinforced cement conctere work, using

cement content as per approved Design Mix

manufactured in fully automatic

batching plant and transported to site of work

intransit mixer for a lead up to 10 kms

having continuous agitated mixer,

manufactured as per mix design of specified

grade for reinforced cement concrete work

including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures

inrecommended proportions as per IS:9103

to accelerate/ retard setting of concrete,

improve work ability without impairing

strength and durability as per direction of

theEngineer-in-charge. Without Fly Ash (Min

cement level as per latest IS456 shall be

12 5 Providing and laying in position Ready 4,793.10 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 150 Providing and laying controlled cement concrete 3,977.88 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 25 Walls, from top of foundation level upto floor two 4,484.17 Cum

c 25 Slabs,landing,shelves,Balconies Lintels, Beams, 4,460.36 Cum

Girders and Cantilever upto floor two level.

d 25 Columns, Pillars posts and struts upto floor two 4,558.20 Cum

e 10 Staircases excluding landing upto floor two level 5,418.91 Cum

f 10 Vertical and Horizontial its upto floor two level. 4,701.97 Cum

13 5 Providing and laying in position Ready 4,853.56 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 Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in

B 5 Foundations, footings, Base of columns and 4,238.04 Cu.M.

C 5 Walls, from top of foundation level upto floor two 4,519.88 Cu.M.

D 5 Slabs,landing,shelves,Balconies, Lintels, 4,496.07 Cu.M.

Beams,Girders and Cantilever upto floor two

E 5 Columns, Pillars posts and struts, upto floor two 4,593.91 Cu.M.

14 5 Providing and laying in position Ready Mixed M- 5,043.66 Cum

300 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site

of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength

and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level

as per latest IS 456 shall be maintained)

15 5 Providing and laying in position Ready Mixed M- 5,140.94 Cum

350 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site

of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength

and durability as per direction of the Engineer -

in - charge. Without Fly Ash(Min cement level as

per latest IS 456 shall be maintained)

15a 5 Providing and Laying ordinary cement 8,341.79 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 5 Providing and Laying ordinary cement 7,380.23 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 3 Providing and laying ordinary cement concrete 8,634.45 Cum

1:2:4 (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 sand)

100 (A) Conventional (upto 10 ton) 4,011.66 Cmt

5 B) Modular 4,345.02 Cmt

17 Extra Rate for brickwork in Above Item for

super structure above plinth level upto floor

two level (B) Conventional

a 100 (A) Conventional (upto 10 ton) 272.25 Cmt

b 5 B) Modular 262.35 Cmt

c 5 C) above floor two level Item No. 2(6.13) (A) 42.66 Per

Modular Floor Per

d 5 D) above floor two level Item No. 2(6.13) (B) 40.09 Per

Conventional Floor Per

18 50 Half brick masonry in common brunt clay 593.9 Smt

building bricks having crushing strength not

less 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) Conventional

19 50 Extra for half brick masonry in super 52.8 Smt

structure above plinth level upto floor

two level (B) conventional

20 5 Providing and laying Pre cast Light weight 747 Sqm

concrete hollow core wall with hollow core

concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm/

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

21 3 Providing and laying Pre cast Light weight 842 Sqm

concrete hollow core wall with hollow core

concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 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 not

22 3 Providing and laying Pre cast Regular 777 Sqm

concrete hollow core wall with hollow core

concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete

M35 having cube compressive strength not less

than 35 MP a jointing with high strength &

tensile adhesion non-shrink cementitious

joint compound/ P.U.Foam. (Plaster not

23 3 Providing and laying Precast Regular 875 Sqm

concrete hollow core wall with hollow core

concrete unit of approved make & size of

mm thick, 600 mm wide and 2400 mm/

mm/ 2850 mm/ 3000 mm/ 3300 mm in legth

made from of controlled cement concrete

M35 having cube compressive strength not less

than 35 MP a jointing with high strength &

tensile adhesion non-shrink cementitious

joint compound /P.U.Foam. (Plaster not

24 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 200 Foundation, footings, bases of columns 171.68 Smt

etc. and mass concrete.

b 150 (B) Flat surfaces such as soffits of supspened 252 Smt

floors slabs Landings and the like. (1) Floors etc.

upto 200 mm in thickness.

c 20 (B) Flat surfaces such as soffits of suspended 270.9 Smt

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

etc. above 200mm in thickness.

d 20 Vertical surface such as walls (any thickness) 229.95 Smt

partitions and the like including attached

buttresses & string course & the like.

e 20 (ii) Sides And Soffits Of Beam, Haunchings 192.15 Smt

Cantilevers, Girders, Bressumers And

Lintels Not Exceeding 1 M In Depth.

f 10 (G) Columns PillarsPosts and struts. (1) Square 297.68 Smt

Rectangular Polygonal in plan.

g 2 (2) Circular or curved in plan. 422.1 Smt

h 2 (H) (2) Sides and soffits of Beams Beam 192.15 Smt

Haunchings canti-levers Girders Bressumers

and Lintels exceeding 1M.in Depth.

25 Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges

with necessary screws.

a 3 (A) Indian Teak Wood (ii) Fully Glazed. 4,788.50 Smt

b 3 (B) Indian Teak Wood (ii) Fully Panelled 5,478.89 Smt

c 3 (C) Indian Teak Wood (iii) Partly panelled 5,133.69 Smt

and partly glazed.

26 Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including black enamelled M.S.butt hinges

with necessary screws.

a 3 (A) Indian teak wood. (i) Fully 5,285.45 Smt

Panelled.(upto 10 ton)

b 3 (A) Indian teak wood. (ii) Fully 4,595.06 Smt

Glazed.(upto 10 ton)

c 3 (A) Indian teak wood. (iii) Partly panelled and 4,940.25 Smt

partly glazed. (upto 10 ton)

27 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

a 3 (A) Plywood sheet panels. 3,178.88 Smt

b 3 (B) Particle board panels 3,184.01 Smt

c 3 (C)Hard board panels. 3,153.15 Smt

d 3 (D) Asbestos sheet panels. 3,126.32 Smt

28 3 Providing and fixing 25 mm thick shutters 3,006.75 Smt

for cup boards etc. including black

enamelled M.S. butt hinges with necessary

screws.(A) Indian teak wood. (i) Fully

Panelled. (upto 10 ton)

a 3 Providing and fixing 25 mm thick shutters for 2,594.74 Smt

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian

teak wood. (ii) Partly panelled and partly glazed.

b 3 Providing and fixing 25 mm thick shutters for 2,814.42 Smt

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian

teak wood. (ii) Partly panelled and partly glazed.

29 3 Providing and fixing plain asbestos cement 827.2 Smt

sheet 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

30 3 Providing and fixing in partitions 4 mm thick 516.6 Smt

medium hard board of approved quality

including fixing to fames with screws etc

complete with 50 mm x 12 mm teak wood

beading (Frames to be paid separately)

31 3 25 mm thick wooden shelves supported 1,306.61 Smt

on 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 3 40 mm thick wooden shelves supported 1,691.00 Smt

on 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 10 ton)

33 50 Providing and fixing M.S. round or square bars 68.53 kg

with M.S. flats at required spacing in wooden

frames of windows and clerestory

windows.(upto10 ton)

34 100 Providing and fixing M.S. grills of required 100.17 kg

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and

frame alround, square or round bars with round

headed bolts and nuts or by screws (A) Plain

Grill. (upto 10 ton)

a 10 Providing and fixing M.S. grills of required 143.64 kg

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and

frame alround, square or round bars with round

headed bolts and nuts or by screws (A)

Ornamental Grill. (upto 10 ton)

35 2 Providing and fixing glazed louvered 4,102.54 Smt

glass windows and ventilators with teak

wood frame 10 cm. x 7 cm. size including

coats of oil painting to wood work

etc.complete. (upto 10 ton)

36 3 Providing and fixing glazed louvered 4,332.47 Smt

glass windows and ventilators with teak

wood frame 10 cm.x7 cm. size including

coats of oil painting to wood work

etc.complete.with wooden louvers plank 12mm

thick (upto 10 ton)

37 5 Providing and fixing 35 mm thick shutters for 3,211.96 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) Fully Glazed.

38 5 Providing and fixing 35 mm thick shutters for 3,902.35 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 3 Providing and fixing 35 mm thick shutters for 3,557.15 Smt

Doors, windows and clerestory windows and

fastenings including primer coat of approved

quality and two coats of oil paintingetc,

complete. (iii) Partly panelled and partly glazed.

39 3 Providing and fixing 30mm thick FACTORY 2,214.00 Smt

MADE SOLID BOTH SIDE PRELAM PANEL

PVC DOOR SHUTTER 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 makde and

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

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 which 75nmm shall be flat and

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

shall be tapered on both side to form lock rail,

Top, bottom and 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 with

solvent 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 and rawing.

40 3 Providing and fixing in position collapsible 5,391.23 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 & approved

41 3 Providing and fixing 1 mm thick M.S. sheet 3,652.12 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 3 Providing and fixing rolling shutters of approved 3,468.72 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

a 3 Providing and fixing rolling shutters of approved 4,450.51 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. &

43 10 Providing and fixing extruded aluminum window 2,119.14 Smt

having extruded aluminum Colour Powder

Coated section frame main outer size 127mm x

Kg/mt,horizontal Four track member size

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 5 Providing and fixing window having extruded 1,696.73 Sq. M.

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt

Kg / Rmt, horizontal two track member size

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 x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/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

45 2 Providing & Fixing in position Alluminium 1,288.93 Sq. M.

vents with frame using approved anodised

extruded alluminium section as approved by

Engg. In charge.(Jindal alluminium)

units equivalent Approved Rate)Frame section

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

incl. Providing & Installing 5 mmthick approved

color Acrylic sheet of standard quality

46 2 Providing and fixing standared extruded of 1,163.92 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

47 2 Providing and fixing standared extruded of 1,509.90 Sq.M.

alluminium section of size 63.50 x 38.10 x

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 Partition

48 5 Providing and laying 40 mm thick marble 749.7 Sqm

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

to granolithic finish with under layer 30 mm thick

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

sand: 4-graded stone aggregate 10 mm

and down gauge) and to player 10 mm thick

with white, black or white and blak marble cihps

of required sizes from 1 mm to 4 mm nominal

size laid in cement marble powder mix 3:1 (3-

Cement:1-Marble powder by weight) in

proportion of 4:7 (4- Cement: 7-marble

chips by volume) (C) Medium Shade

pigment with approx 50% white cement

and 50% ordinary cement (In top layer only)

49 5 Providing and laying marble chips skirting 869.4 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 only)

50 50 Providing and laying white glazed tiles 6mm 908.17 Sq.M.

thick in 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 50 Providing and laying Ceramic tiles 6 mm thick 960.47 Sq.M.

in flooring treads of steps and landing laid on a

bed of 12 mm thick cement mortar 1:3 (1-

cement :3-coarses and) finishing with flush

pointing in white cement. (upto 10 ton)

52 5 Providing & Fixing 2mm Aluminium / 4mmACP 5,832.20 Smt

sheeting fixed with Type-11 Class-C High

Intensity Grade Sheeting as per IRC 67 :

reflective sheeting of size including lettering and

signs as applicable

53 5 Providing and laying Vitrified tiles 8 to 10 mm 1,469.91 Sq.M.

thick, 36''x36'' in flooring treads of steps and

landing laid on a bed of 12 mm thick

cement mortar 1:3 (1-cement:3-coarses and)

finishing with flush pointing inwhite cement. (upto

54 50 Providing and laying Vitrified tiles 8 to 10 mm 1,062.50 Sqm

thick, 24''x24'' in skrting risers of steps and dedo

on 10 mm thick cement plaster 1:3 (1-

cement: 3-coarse sand) and jointed with

white cement slurry (upto 10 ton)

55 20 Providing and laying Vitrified tiles 8 to 10 mm 1,523.61 Sqm

thick, in skrting risers of steps and dedo on

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

coarse sand) and jointed with white cement

slurry (upto 10 ton)

56 200 Providing and laying 24" x 24" vitrified 1,527.00 Sq. M.

Tiles 8 to 10 mm th. Double Charged

gloosy/ Matt of Approved make as approved

by Adl.C.E. / consultants in flooring over

mm thick cement mortar 1:6 (1 cement :

coarse sand)on new surface& jointed with

colour cement slurry incl with flush

pointing & cleaning the surface etc. comp.

57 10 Providing and laying 24" x 24" vitrified 8 165 Rmt

to 10 mm th.Double Charged Gloosy /

Matt tiles of Approved make as Approved

by Adl.C.E. / Consultants for upto 10 cm high

skirting as 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 50 Providing and laying polished Kota stone slab 982.83 Sq.M.

flooring over 20 mm (Average) thick base

of cement mortar 1:6 (1-cement:6-coarses

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

coarses and) laid over and jointed with grey

cement slurry mixed with pigment to match

the shade of slab including rubbing and

polishing etc. complete. (A) 25 mm thick (upto

59 30 Providing and laying marble stone slab flooring 2,194.63 Sq.M.

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

(1-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 thick

60 10 Providing and laying polished Kota stone slab 1,085.48 Sq.M.

flooring over 20 mm (Average) thick base

of cement mortar 1:6 (1-cement:6-coarses

and) or L.M.1.1.5 laid over and jointed with

grey cement slurry including rubbing and

polishing etc.complete. (B) 30 mm thick

61 10 Providing and laying polished kota stone slab 25 1,176.03 Sq.M.

mm thick in risers of steps, skirting Dedo and

pillars laid 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 25 Providing and laying cement concrete 297.68 Sq.M.

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

graded stone aggregate 20mm nominal size)

laid in one layer and finished with a floating

coat of neat cement. (A) 40mm thick. (upto

63 20 Providing and laying cement concrete 348.08 Sq.M.

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

graded stone aggregate 20mm nominal size)

laid in one layer and finished with a floating

coat of neat cement. (B) 50mm thick. (upto

64 25 Providing and fixing pre-cast concrete 376.43 Rmt

kerb stone of gray cement based

concrete block 30 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 50 Providing and fixing pre-cast Rubber Dye / steel 680.1 Smt

Dye inter locking concrete block 60mm thick with

grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved

design Confirming to IS 15658 : 2006 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.

66 600 Providing and laying broken china mosaic 739.89 Sqm

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto

surface using white cement including

rounding off junctions and extending them

up to15 cm along the wall, clearing with

water and oxalic acid etc.asdirected.

67 25 Providing and laying coloured glazed 1,426.95 Sqm

tiles of the size 300 mmx200 mmx8

mm/300 mmx450 mmx8 mm in skirting,

risers of steps and dedo on 10 mm. thick

cement plaster 1:3 (1cement: 3 coarse

sand) & jointed with white cement slurry.

68 10 Providing corrugated G.I. sheet of class-3 719.93 Sqm

roofing fixed with glavanished iron J

or L 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 10 Providing ridges or hips 600 mm over allin 635.58 Sqm

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

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

bitumen washer complete. (1)

70 10 Providing and fixing 150 mm wide 450 mm over 555.71 Sqm

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

with Iron brackets 40 mmx3 mm size Bolts,

Nuts, washers etc. including making

necessary connection with rain water pipes. (i)

71 10 Providing and fixing five courses water 466.84 Sqm

profing 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

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)

72 200 Providing and fixing on wall face C.I. Rain 283.62 Rmt

water pipe including filling the joints with spun

yarn soaked in neat cement slurry and

cement mortar 1:2(1- Cement : 2-fine

sand) (A) 75 mm dia.

73 500 Providing 15 mm thick cement plaster in 174.83 Sqm

single 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 25 Providing 20mm thick sand faced cement plaster 215.78 Sqm

on walls upto height 10 metres above ground

level consisting of 12mm thick backing coat of

C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand)

75 50 Colour washing with lime on wall surface 12.29 Sqm

(two 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

76 50 Removing dry or oil bound distemper 11.19 Sqm

by a washing and scraping and sand

papering the wall surface smooth including

necessary repairs to scratches complete.

77 800 Distempering with dry distemper of approved 46.94 Sqm

brand 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 matter.

77 a 800 Extra Coat for Above Item over above for 30.09 Sqm

every subsequent coat of approved brand

and manufacture.

78 75 Distempeing (Two coats) with oil bound 76.08 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 75 Extra Coat for Above Item over above for 8.04 Sqm

every subsequent coat of approved brand

and manufacture.

80 700 Wall painting (two coats) with plastic 78.44 Sqm

emulsion paint of approved brand and

manufacture on undecorated wall surface to

give an even shade including throughly brushing

the surface free from mortar droppings and

other foreign matter and sand papered smooth.

81 700 Extra over item for every sub sequent coat of 33.39 Sqm

wall painting with plastic emulsion paint of

81 a 50 Extra over item for painting with plastic emulsion 5.36 smt

paint of approved brand on ceilings and sloping

82 75 Applying priming coat over new steel and 34.34 Sqm

other metel surface after and including

preparing 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 red lead.

83 75 Painting two coats (excluding priming 86.94 Sqm

coat) on new steel and other metal surface

with enamel paint, brushing, interior to give

an even shade including cleaning the surface

an even shade including cleaning the surface

of all dirt, dust and other foreign matter.

84 200 Painting one coats (excluding priming coat) 54.35 Sqm

on previously painted steel and other metal

surface with enamel paint, brushing to give

an even shade including cleaning the surface of

all dirt, dust and other foreign matter.

85 75 Extra over item for 83 & 84 every sub sequent 50.4 Sqm

86 75 Painting two coats (excluding priming 64.66 Sqm

coat) on new steel and other metal surface

with synthetic enamel paint, brushing to give

an even shade including cleaning the

surfaceofalldirt,dust and other foreign matter.

87 75 Painting one coats (excluding priming coat) 43.79 Sqm

on previously printed steel and other metal

surface with synthetic enamel paint, brushing to

give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

88 75 Extra over Above item for 86 & 87 for every 43.47 Sqm

sub sequent coat of paint.

89 100 Painting two coats (excluding priming 20.16 Sqm

coat) on external surface of new rain water,

soil, waste and vent pipes and fittings with

ready mixed bituminous brushing, black, anti

corrosive to give an even shade including

cleaning of all dirt, dustand other foreign

matter.(75 mm dia)

90 100 Painting two coats (excluding priming 25.05 Sqm

coat) on external surface of new rain water,

soil, waste and vent pipes and fittings with

ready mixed bituminous brushing, black, anti

corrosive to give an even shade including

cleaning of all dirt, dust and other foreign

matter.(100 mm dia)

91 75 Painting two coats (excluding priming 40.17 Sqm

coat) on new wood and wood based surface

with enamel paint, interior to give an even

shade including cleaning the surface of

all dirt, dust and other foreign matter sand

papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

92 75 Painting one coats (excluding priming coat) 40.17 Sqm

on previously painted wood and wood based

surface with enamel paint, to give an even shade

including cleaning the of all dirt, dust and other

foreign matter.(b) Ready mixed paintbrushing

priming for enamel

93 75 Extra over Above item for 91 & 92 every sub 36.39 Sqm

sequent coat of paint.

94 75 Painting two coats (excluding priming coat) on 104.12 Sqm

newwood and wood based surface with ready

mixed paint, brushing, oil, gloss, semi gloss to

give and even shade including cleaning of all

dust, dirt and other foreign matter sand papering

95 75 Finishing wall with weather proof exterior 113.4 Sqm

emulsion paint on wall surface (two coats)

to give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

96 75 Applying two coats of putty & two coats of primer 40.19 Sqm

of approved brand and manufacture on new wall

surface to give an even shade including

thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand

papered smooth.

97 75 Painting two coats (excluding priming 87.11 Sq.M.

coat) on new wood and wood based surface

with enamel paint, interior to give an even

shade including cleaning the surface of

all dirt, dust and other foreign matter sand

papering and stopping.

98 10 Writing letter or figures on any surface 3.47 per letter

with black japan paint (stops, comas, per

hyphens and the like not to be measured Cm/Ht

and paid for separately) (i) Block

(Letters/Figures) (Per 10 Letter pet CM.HT)

99 10 Extra over items for using thick white paint 0.07 per letter

instead of black japan paint. (i)Block per

100 10 (Letters/Figures) Cm/Ht

Polishing with french polish on new wood and 131.67 Smt

wood based surface to give an even surface

including cleaning, the surface of all dirt, dust

and sand papering smooth and including a coat

of wood filler.

101 10 Extra over items for using thick white paint 0.07 per letter

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

(Letters/Figures)

102 10 Painting lines, deashes, arrows, letters etc 121.91 Sqm

on roads, Air fields and like in two coats with

103 10 road marking paint, brushing including

cleaning the surface of all dirt, dust and other

foreign matter. (i)Over 10cmi n width

Painting lines, deashes, arrows, letters etc 12.14 Rmt

on 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 10 Painting lines, deashes, arrows, letters etc on 50.4 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.

(i) Over 10cm in width

105 10 Painting lines, deashes, arrows, letters etc 5.52 Sqm

on 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 5 Demolition including stacking of serviceable 1,047.38 Cu.M.

materilas and disposal of unserviceable

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

107 10 Demolition of Brick work and stone masonry 544.95 Cu.M.

including stacking of serviceable materil as

and disposalof unserviceable materials with all

lead and lift.(ii) In Cement Mortar.

107 A 20 Demolition of terrace including stacking of 63 Smt

serviceable materilas and disposal of

unserviceable materials with all lead and lift.(i)

Brick tile covering.

108 1000 Dismentaling tiled of stone floors laid in mortar 47.25 Sqm

including stacking of serviceable materil as and

disposal of unserviceable materials with all

109 50 Dismentaling of sheet roofing including 47.25 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 50 Dismentaling of sheet roofing including 53.55 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 20 Dismentling steel work including 3.63 Kg.

distempering and stacking the materials

with all lead and lift.

111 50 Dismentling doors, windows, ventilators 185.85 Each

etc. (wood or steel) shutters including

chowkhats architraves, hold fasts and other

attachment etc. complete and stacking the

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

3 Sq.M. in area.

112 50 Dismentling doors, windows, ventilators 248.85 Each

etc. (wood or steel) shutters including

chowkhats architraves,hold fasts and other

attachment etc. complete and stacking the

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

113 20 Dismentling barbed wire in fencing including 66.15 Rmt

making rolls and also including dismentling

fencing posts including all earth work concrete in

base and making good the disturbed

ground stacking useful materials as

directed and disposing as directed

and disposing of the unserviceable

materials with all lead and lift.

114 150 Dismentling C.I. pipes G.S.W. pipes abd 74.03 Rmt

A.C. rain water pipes with fittings and clamps

including stacking the materials with all lead and

lift (for any dia, of pipe)

115 50 Dismantling santtary fittings like wash basin . 401.63 Each

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

tank etc. including stacking the materials

with all lead and lift

116 10 Scraping oil paint from steel and other metal 48.83 Smt

surface and making the surface even

(with Hand Scraping.)

117 200 Removing and scraping of old deteriorated 19.38 Smt

plaster of any thickness from wall /

R.C.C member including stacking of

serviceable material and disposal of

unserviceable from site of work with all lead

118 10 Providing and fixing M.S. fan clamps of 168.53 Each

shape and size as specified in existing

R.C.C. slab including cutting chase and making

119 5 Cutting out cracks of roof terrace to V- 64.58 Rmt

section, cleaning out, wetting, grouting with

cement and sand slurry 1:3 (1-cement 3-sand

) (upto 10 ton)

120 5 Cutting out cracks roof terrace to V-Section 75.29 Rmt

cleaning out and filling solidly with a hot

mixture of bitumen and clean dry sand (1:1

by weight) (up to 10 ton)

121 15 Providing & Fixing in position Alluminium 2,900.00 Sq. M.

doors with frame using approved quality

anodised extruded alluminium section as

approved by Engg.in charge(Jindal

alluminium)(a) Frame sections 101.6x44.45

mm (b) Shutter bottom vertical & top

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

kg/mt) (c) 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 charge.(N.S.)

122 5 Providing & Fixing in position Fully Panelled / 4,583.00 Sq.M.

Partly Panelled Partly Glazed / Fully Glazed

Alluminium doors with frame using approved

quality anodised extruded alluminium

section of 1.5 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.

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

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

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

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

Glass of standaed quality fixed / 12 mm

thick Laminated sheet with glazing chips (wt.

0.13 kg/ Rmt) in panels etc. comp. as per

Detail Given & direction of engg.in charge.

123 5 Providing & Fixing in position Alluminium 4,518.00 Sq. M.

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

frame using approved anodised extruded

alluminium section of minium thickness of

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 5 Providing and fixing standared extruded of 1,815.14 Sq. M.

alluminium section of size 63.50 x 38.10 x

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 5 Providing and fixing of Ridge flashing 458.85 Sqm

for roof panel shall be made out of

mm thick pre coated GI sheet. The Pre

coatedsheet shall be of minimum 240 mpa

steel grade confirming to IS 14246:1995 and

shall have zinc coating of minimum 120 gsm

as per IS:277:1992, 5-7 microns epoxy

primer on 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

126 5 Supplying and fixing vinyl flooring over the 963 Smt

surface having 1-2 mm thickness as per

directed by engineer incharge etc

as completed (N.S.)

127 5 Providing and laying 15mm bamboza 2,690.00 Smt

wooden flooring as per architect's drawing

with all necessary details as directed by

the project consultants. Use underlay for

better result as per Detail specifications and

directed by the project consultants. (N.S.)

Approved Rate )

128 25 Providing and fixing 1.20 Metre high 385.4 Rmt

fencing with 2.0 Metre long M.S. Angle posts

40 mm x 40 mm x 6 mm and oil painting

coats fixed at 2.5 Mt, C/c. with five

Horizontan lines and two diagonals of

galvanised steel barbed wire weighting

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 5 Dismentling barbed wire in fencing including 66.15 Rmt.

making rolls and also including dismentling

fencing posts including all earth work concrete in

base and making good the disturbed ground

stacking useful materials as directed and

disposing as directed anddisposing of the

unserviceable materials with all lead and lift.

130 5 Constructing a sink (chowkedi) with C.C. 2,235.66 Rmt

1:2:4, 12 cm. thick over B.B. masonry in C.M,

(1:6) in front and dwarf wall 1.0 Mt. high and

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 5 Constructing a cooking platform 60 cm. width 933.98 Rmt

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

23 cm. 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 complete.

132 5 Making 15 mm groove in RCC work on road and 30 Rmt

filling it with polysulfied selant and finished it

good incl. all all labour charges etc. comp as

133 5 P/A Tremix with dewartering machine 54 Sq.M.

and floater machine on constructed CC work

for finishing the surface as per

requirement. The rate including all machinaries,

labor, loading, unloading,

transportaion etc complete as per direction

given by engineer incharge.

134 50 Carring out timber treatment to all wood work 54.98 Smt

including drilling holes and spraying oil based

chemical solution on surface of timber work for

termite control including labour and material

etc. complete. Using Chlordene 20 EC.

As Per 6113_part III Consentration

Weight1.00 percent 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 surface.

135 50 Applying general insecticide pest control 88.4 Smt

treatment to floors, cup boards etc

including labour material etc. complete.

Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight

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 per I.S

136 100 Carring out plinth treatment to post construction / 104.9 Smt

existing structure by spraying chemical

solution for termite control treatment

including labour and material consist ment

with I.S. specification. Using Chlordene

and Chior purfiles 20 EC. As Per

6131_paret-II Consentration Weight on percentis

recommended i.e one litre 20 EC chemical

emulsion with 19 liter give 1% concrentration

inclusive of one litre chemical emulsion

appication attherate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

137 100 Carrying out wall treatment for termite 37.34 Smt

control including spraying with chemical

solution in oil base (0.5 Lit./Sq.M.) including

labour and material Using Hepachlor

concentration 20 EC. As Per

IS.6316_paret-II Consentration by Weight

0.50 percentis recommended i.e

one litre chemical emulsion dillute with

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 as per I.S

138 5000 Providing erecting and fixing double 3.91 Litre

coated Syntex PVC.(ISI) water tank of

required capacity each with all necessary

fittings and connection etc. complete on

139 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 floor.

10 (A) 15mm (upto 10 ton) 244.13 Rmt

10 (B) 20mm (upto 10 ton) 297.25 Rmt

5 (C) 25mm (upto 10 ton) 393.93 Rmt

5 (D) 32mm (upto 10 ton) 491.51 Rmt

5 (E) 40mm (upto 10 ton) 596.73 Rmt

5 (F) 50mm (upto 10 ton) 779.6 Rmt

140 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 separately)

10 (A) 15mm (upto 10 ton) 150.91 Rmt

10 (B) 20mm (upto 10 ton) 190.97 Rmt

10 (C) 25mm (upto 10 ton) 279.39 Rmt

5 (D) 40mm (upto 10 ton) 421.12 Rmt

5 (E) 65mm (upto 10 ton) 716.66 Rmt

5 (H) 80mm (upto 10 ton) 910.69 Rmt

141 5 Making connection of galvanised Mild steel 600.08 Each

distribution branch with galvanised mild steel

main 50 mm to 80 mm nominal bore by

providing and fixing tee including cutting and

threading the pipes complete.

142 Providing and fixing to wall ceiling and floor 6.0

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

143 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

144 30 Providing and fixing cast iron (Spun) 600.08 Each

Nahni trap of the following nominal diameter

of self cleaning design with C.I. screaed

down or higned grating including cost of

cutting and making good the walls and floor

mm inlet and 50 mm outlet.(C)100mm dia.

145 5 Providing and fixing water closet squatting 926.1 Each

Pan (Indian type W.C.Pan) size

mm (Earth work, bed concrete, foot rest and

trap to be measured and paid for separately)

(A) Vitreous China. (I)Long pattern = White

146 5 Provdg. & fixing wall mounted White / 4,250.00 No.

Color Vitreous China European water

closet 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 10 Providing and fixing wsh down water 1,290.80 Each

closet (Europe an type, W.C.Pan) with

integral P or S 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 white colour

148 3 Providing and fixing Urinal of approved quality 1,535.63 No.

including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern

white earthenware 550mm x 300mm.

149 5 Providing & Fixing Angle cock of " Ess Ess" - 403.39 No.

Trend series or equivalent standard

make as approved by engg. in charge all

complete. (N.S.)

149 A 5 Providing & Fixing pillar cock of " Ess Ess" - 641.53 No.

Trend series or equivalent standard

make as approved by engg. in charge all

complete. (N.S.)

150 3 Providing and fixing 100 mm size P or S 311.85 Each

trap for water closet squatting pan including

jointing 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 15 Providing and fixing washbasin with single hole 1,400.18 Each

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

white including sutting holes and making good

the same but excluding fittings.(A) Vitreous

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

400mm size. (i) In white colour.

152 15 Providing and fixing Kitchen sink with C.I. or 2,257.69 Each

M.S. brackets, painted white including cutting

holes in walls and making good the same

but excluding fittings. © Vitreous China Sink.

(i) 600 mm x 450 mmx 150 mm size

153 2 Providing and fixing 600 mm x 450 mm 825.48 Each

bevelled edge mirrror of superior glass

mounted on 6 mm thick A.C. sheet or ply wood

sheet and fixing to wooden pluge with C.P.

brass screws and washers.

154 Providing and fixing chromium plated brass

halftrun flush cock of approved quality including

fixing in pipe line etc. complete.

155 5 Provdg. & fixing White / Color Vitreous 2,950.00 No.

china Counter wash basin with signle hole for

pillar tap of "Cera " - Concord series of

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 ,15 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 20 Finishing wall with water proofing cement paint 56.87 Smt

of on wall surfaces (Two coats) to give an

approved brand and manufacture and of

required shape even shade after thoroughly

brushing the surface toremove all dirt and

remains of loose powered materials.

156 a 20 Extra over Item 156 for every subsequent coat 31.82 Smt

of water proofing cement paint of approved

brand and manufacture.

157 3 Providing & Fixing S.S.304 Grade Sink of 4,650.00 No.

Nirali / Krishna or Equivalent Make for

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

Direction of engg. In charge

157A 3 Providing and fixing Kitchen sink with C.I. or 2,257.69 Each

M.S. brackets, painted white including cutting

holes in walls and making good the same but

excluding fittings. (C) Vitreous China Sink.(i)

600mm x 450mm x 150mm size

158 3 Providing and fixing C.P. brass towel rail 597.22 Each

comlete with C.P.brass brackets fixed to

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

600mm x 20mm size.

159 3 Providing and fixing 600 mmx120 mm glass 561.03 Each

shelf with C.P. brass bracket and guard rail

complete mixed to wooden plug with

C.P.brass screws.

160 3 Providing and fixing toilet paper holder. (A) 414.53 Each

161 3 Providing and fixingof S.S. Railing pipe 50 mm x 1,004.24 Rmt

16 G ASIS 304 Grade as per instruction of

engineer in charge.

162 Providing and fixing screw down bib taps of

following size. (B) Brass chromium plated

screws down Bib Tap.

15 (i) 15mm dia. 184.98 Each

3 (ii) 20mm dia. 212.68 Each

163 Providing and fixing screw down bib taps of

following size. © Gun metal screw down bib

10 (i) 15mm dia. 157.29 Each

3 (ii) 20mm dia. 176.09 Each

164 Providing and fixing pillar tap, capstan

head, screw down high pressure with screws,

shanks and back nuts.

10 (i) 15mm dia. 305.67 Each

3 (ii) 20mm dia. 351.18 Each

165 Providing and fixing Gun metal check or

non-return fullway wheel valve.

5 (i) 15mm dia. 184.98 Each

3 (ii) 20mm dia. 201.8 Each

3 (III) 25 MM DIA 416.47 Each

3 (E) 40mm dia 656.86 Each

165 A 1 Providing and fixing brass screw down stop 203.79 Each

tap.(A) 15 mm dia

B 3 20 MM DIA 221.59 Each

C 3 25 MM DIA 218.63 Each

166 Providing and fixing chromium plated brass

half trun flush cock of approved quality including

fixing in pipe line etc. complete.

5 (i) 20mm dia. 252.26 Each

5 (ii) 25mm dia. 261.16 Each

5 (iii) 32mm dia. 273.03 Each

167 5 Providing and fixing Urinal or approved 1,026.01 Each

quality including conecting the Urinal

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

earthen ware flat back or corner type size

168 3 Providing and fixing Urinal of approved 1,535.63 Each

quality including connection with trap

and with integral longitudinal flush pipe. (A)

Squating plate pattern white earthen

ware 550mm x 300mm.

169 3 Providing and fixing chromium plated, 292.87 Each

bottle trap with necessary couplings of

approved quality for wash basin.

170 3 Providing and fixing ball cock ofapproved 131.57 Each

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

171 3 Providing and fixing ball cock ofapproved 187.96 Each

quality as directed. (A) Copper Metal (i) 50 mm

172 3 Filling with good Quality thor as and where 3,850.00 Cmt

directed by the Architect / Engineer-in-

charge, in sunk in layers of 15 cm. thickness,

including watering, ramming well etc.

complete, as directed by the Architect /

Engineer-in-charge .

173 100 Providing laying and jointing in true line and level 71.93 Rmt

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

cold water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe

shall be 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 30 Providing laying and jointing in true line and level 90.93 Rmt

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

cold water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX orequivalent

as approved by Engineer In Charge. Pipe

shall be 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 all materials.

175 30 Providing laying and jointing in true line and level 117.97 Rmt

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

cold water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe

shall be 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 all materials.

176 30 Providing laying and jointing in true line and level 146.65 Rmt

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

cold water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe

shall be 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 all materials.

a 20 Providing laying and jointing in true line and level 193.73 Rmt

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

cold water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent

as approved by Engineer In Charge. Pipe

shall be 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 all materials.

177 5 Providing and fixing premoulded compressible 788.78 Smt

filler board in black colour confirming to

MoRT&H 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 5 Fixing sun film for protection sunlight in black or 402.54 Smt

any colour as as directd by engineer In

Charge.(Market rate)

179 50 Providing & Fixing 3 mm thick F.R.P.sheet 1,930.00 SqM

of Approved Quality & Color / Pattern as per

Consultant's design also includes required

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

size using hollow pipe of16 gauge & size

2"x1" & 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 20 Providing 2 mm thick F.R.P. Gutter with 400 Rmt

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

181 8 Hiring charges for J.C.B.machine inclduing 600 Hrs.

cost of fuel, operator, dirver etc.. (

hours sift day/night) (N.S.)

182 2 To provide tractor with hydraulic trolley, driver, 3,000.00 No.

4 Nos. of Labor with all tools like bucket drum,

showels, trikam, pavadas, etc,, to

carryout different works during monsoon for

12 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 50 Roller Blind Providing and fixing Roller Blind 3,285.00 Smt

curtain fixed on window level on wooden

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 5 Providing & Fixing Door closer - complete of 474.58 No.

Approved make to wooden / Aluminium Doors as

per direction of engg. In charge.

185 1 Providing and fixiing M.S. Fan clamps type 1 of 124.74 No.

16 mm dia M.S. bar bent to shape with hooked

ends of R.C.C. slabs during laying incl. painting

the exposed protion of loops, all as per standard

design complete.

186 50 Providing cement vata (10cm. x 10 cm. size) 23.45 Rmt

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete.

187 1 Making Water connection from exi.Muni. Water 250 No.

188 1 Applying and providing Expansion joint sealing 4,724.75 Smt

System on 100 mm vide joint including cleaning

of 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 Providing and Fixing 1 H.P. Electrical monoblock 6,800.00 Set

or submarcible water pumps withmotor and

required cable and switch board of approved

brand and make etc.comp.as directed.

190 a 1200 .Providing TMT Bar FE 415 reinforcement for 66.59 Kg.

R.C.C. work including bending, binding and

placing in position complete up to floor two level

b 10 ProvidingTMTBarFE500/500Dreinforcement for 75.46 Kg.

R.C.C.work including bending,binding and

placing in 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 3 Providing and fixing 30mm thick solid both side 2,214.00 Smt

prelam PVC door shutter (sintex door-

equivalent) with necessary alluminium fitting with

EL-7 section frame

192 5 Providing & Fixing in position Alluminium window 2,350.00 Sq. M.

sliding / fix type with frame using approved

anodised 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 31.75 mm (at 0.41 Kg/Rmt) © Shutter

top & bottom section 40 x18 mm ( wt.

Kg/Rmt ) (d) Shutter interlock vertical section

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 3 Providing and laying polished granite stone slab 2,690.00 Smt

18 mm thick in risers of steps, dedo and pllars

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

cement:3 coarse sand) and jointed with gray

cement slurry including rubbing & polishing

194 2 Wall panelling with 12 mm MDF fixed to 1,688.00 Smt

existing alluminium framing and making grove

as per design and finished with royal plastic

paint as per instruction of engineer incharge.

195 3 Providing and laying 15mm bamboza 2,690.00 Smt

wooden flooring as per architect's drawing

with all necessary details as directed by

the project consultants. Use underlay for

better result as per Detail specifications and

directed by the project consultants. (N.S.)

(Approved Rate )

196 500 Providing 20 mm thick double coat mala cement 269.78 Sq.M.

plaster on interior brick / concrete work for

plastering 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 50 Finishing wall with weather proof exterior 113.4 Sq.M.

emulsion paint on wall surface (two coats) to

give an required shape evenshade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered

materials.etc complete

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

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

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 charge

199 1 Providing and supplying Medium Back 5,500.00 Each

Chair for Control room MODEL LIKE

HOF OCT 172 Revolving synchro

tilting mechanism based chair with gas lift

for adjustable height and medium curved

back with seat and back PU molded cushion

with MS pipe frame structure and white

foam layer for seat and molded PU foam. White

foam layer for back covered with 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 Providing and fixing storage, entire unit to be 12,500.00 Smt

made from 19 mm th. and 12mm Ply with

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

made from 19mm Ply with both side

laminate. Rate shall include necessary

approved mortise locking systems, S S

Handle pair 2" to 4" height and necessary

hardware. Over all storage to be completed

with necessary hard ware and accessories

completed as per drawing and design as

given by Architect.

201 1 Existing storage repairing and veneer on 7,500.00 Smt

top Providing and fixing of Louvers On Existing

d.c panel Providing and fixing 35mmthk.

Louvers shutter made up from Ghanateak

frame with 135x75mm and shutter frame as per

detail and fixing aluminum louvers which

is specified readymade powder

coated aluminum grill panel louvers .and

applying melamine spray polish all exposed

wood work. Overall door to be completed

with necessary hardware and

accessories completed as per drawing and

design as given by Engineer In

charge/Architect.

202A 1 Providing and fixing flush door shutters, 4,686.36 Smt

solid core construction with frame of first

class hardwood with cross board and face

veneer or plywood face panels, with both side

1 mm laminate finishing including

anodized aluminum butt hinges with

necessary screws. Decorative type and

pine wood core anodized minimum 3 no

mm long aluminum butt hinges in flush door

shutters with 2 no of brass holdfast 325 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

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 charge

B 2 Providing and fixing 35mm thick factory made 2,131.00 Smt

moulded door shuter consisting of solid core

single 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

203 5 P/M/F chainlink jali 8'x4' size as per details 1,230.00 Rmt

sketch & instructionof engineer in charge same

as lal darwaja garden pattern consisting of 3'dia.

M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c

in C.C 1:2:4 block of 9"x9"x9" size chain link jali

of size 2"x2"x10 gauge 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 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

1 (A) stone masonary wall/stone dressed single 8,990.00 Cmt

faced (size 15"x8"x9")

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

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

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

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

205 2 Supplying and fixing of 300 mm-L x 150 mm- 350.89 Rmt

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

20 grade using 20 mm nominal size black

trap aggregate of Sevaliya/Timbaor

equivalent quality for pre-cast blocks,

reasonablyexposed finish/ formwork

, mould with well equippedwith vibratory

system for kerb stones of approved design

including curing, etc. complete, including

thecost of formwork etc. complete. The

rate shall also include necessary cutting

of asphalt, fixing the Kerbstones in line and

level on 5 cm thick sand bedding

withnecessary equipments and materials.

The rate shall also include the flush pointing

in CM (1:3) for all joints of thekerbstones. Filling

of zari alone the sides of the kerbstone fixed

with Bituminous concrete

Bituminousconcrete / C.C. mixed in proper

position to flush withthe road surface as

directed by Engineer in change to form a

portable mixture.a) Laying on 5 cm thick Sand

b 5 Providing and fixing pre-cast concrete kerb stone 376.43 Rmt

of gray cement based concrete block 30cm

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 complete.

206 100 Providing and Laying of Rubber Moulded Paver 501.6 Smt

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

of any size shape (Usually Uni-Paver Blocks)

using black trap good quality aggragate of

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 2 Provoding and fixing flush door shutters, solid 1,779.97 Smt

core construction with frame of first class hard

wood with cross board and face veneer or ply

wood face panels, including anodised alluminium

butt hinges with necessary screws. (B) Non-

decorative type and block board core anodised

alluminium butt hinges in flush door shutters (2)

35 mm thick. Labour work for fixing any kind of

paving with cement pointing in CM 1:2, including

watering, ramming etc comp. as dir.For

208 5 I) Laying on Sand bedding as per requirement to 68.64 Smt

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

209 Box type metal letters forming composite box

made from 1mm thick stainless steel plate of

grade 304 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 / consultant.

A 1 400mm high 1,000.00 Nos.

B 1 300 mm high 750 Nos.

C 1 230 mm high 565 Nos.

210 1 Providing and fixing false ceiling at all height 850 Smt

including providing and fixing of frame work

made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating of

120 gms/sqm (both side inclusive) as per IS :

277 and consisting of angle cleats of size 25 mm

wide x 1.6 mm thick with flanges of 27 mm and

37mm, at 1200 mm centre to centre, one flange

fixed to the ceiling with dash fastener 12.5 mm

dia x 50mm long with 6mm dia bolts, other

flange of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts &

bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels

45x15x0.9 mm running at the spacing of

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

211 2 Providing and fixing wall acoustical paneling 4,160.00 Sq.mt.

using ecotone Slato/ Anutone slato or equivalent

Acoustic Panel make Slats L-16 of size

128mmx2430mmx16mm thick up to 2400mm

high as per the following specification :-Slats L-

16- 2mm @16mm, 32 x 128 x 2430 mm high

grade Pine wood base Medium Density Fiber

acoustic boards with Tongue & Groove

Edge,2mm slot perforation @ 16mm centre,

slates perforations, The acoustic should be

furnished with a Black absorbent felt backing

with an airflow resistance of 330- 460 Ns/m³

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

be Up to 0.75,should meet the safety

requirements of EN 14190. Fixing :- Sound Strut

CC18 screw fixed horizontal/vertical to wall at

every 600mm c/c. Metal cleat can be fixed on

top edges of Sound Strut CS55 fixed directly by

stamping to the CS55 and IC91 which is screw

fixed directly to the wall where ever required with

a backing black color fabric as approved by

Architect and as specified including all

accessories, material & labor complete as

directed by Architect / Engineer.

212 1 Providing & Fixing SPEED BUMP - #2 No (1 2,185.00 Rmt.

black, 1 yellow) 350 x 500 x 50 mm, Size per

color End Cape 350 MM x 175 MM x 50 MM

TOP DESIGN - Lining Top flat ANTI SKID

PATTERN FOR GRIP COLOUR :- YELLOW &

BLACK BODY MATERIAL :- MODIFIED

THERMOPLASTICS (Polymer Rubberized ) •

ECO FRIENDLY RECYCLE RUBBER Packing

:- 4 pcs/ woven Bag Load Capacity :- 20 MT

Fitting ( Fixing on TRAKE) :-4 holes & END

CAPE :- 2 HOLE HEX Bolts with Washer Epoxy

for Bolt Fitting etc. complete as directed by EIC .

213 1 Providing & Fixing in position 24 MM exposed 2,619.00 Sq.mt.

grid suspension system with “P “ Grid profile

false ceiling system using 600 MM X 600 MM

ecotone/anutone or equivalent make Glass Fiber

Ceiling Tiles having tegular edges & 0.90 NRC

value and approved surface design (with NRC of

0.90) and edge profile Tegular placed in a

suspended grid of size 600 MM X 600 MM made

from hot dipped GI Steel sections, rotary

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

0.40 MM thickness suspended at every 600 MM

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

straightened G.I.Wire with necessary level

adjusters & intermediate cross tees of size 24 X

38 X 600 MM X 0.40 MM thickness shall be

inserted in to slots between the main tees at

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,

214 1 Providing and fixing of Roller blind 2,610.00 Smt

curtain/blackout. The fabric shall be woven from

formulated platisol 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

215 1 Providing and applying Texture Paint (Rustic 425 Sq.m

Finish) on external plastered surfaces, pattern

as per sample approved by the Architect.

including preparing surface, using roller to get

approved texturised surface. Job to include

making required 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

216 3 Providing and fixing PVC/Gpsysum plain colour 766 Smt

false ceiling with grid type with aluminium

frame from gypsteel, fastners ,props, Finishing

as per architectural drawing allowing

openings for A.C. Diffusers,

Light/Electrical Points etc –complete, Prior to

fixing on frame.(Brand : Anutone or

equivalent ) (N.S.) or as directd by engineer In

217 3 Provdg. & laying S.W. Gully trap with brick 1,279.40 No.

masonry chamber & water tight G.T.Stone

including fixing of covervSquare mouth trap

mm x100 mm size P-Trap

218 15 Providing cement vata (10cmx10cmsize) quarter 23.45 Rmt.

roundin cement mortar 1:1 including neat

cement finishing, waterin getc. complete.

219 2 Providing and laying (to level or slopes) and 211.05 Rmt.

jointing with stiff mixture of Cement Mortar in

proportion 1:1 Salt glazed stoneware pipes

including testing of pipes and joints complete.(A)

220 2 Providing and laying (to level or slopes) and 288.23 Rmt.

jointing with stiff mixture of Cement Mortar in

proportion 1:1 Salt glazed stoneware pipes

including testing of pipes and joints complete.(B)

221 2 Constructing brick masonry chamber for 2,903.89 Each

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less

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

(Light duty) 455mm x 610mm intenal dimensions

total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (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 line.

222 2 Constructing brick masonry chamber for 3,624.51 Each

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less

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

(Light duty) 455mm x 610mm intenal dimensions

total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (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

222A 1 Constructing brick masonry chamber for 7,109.35 Each

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less

than 35Kg/ Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal

dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and

Wt. of frame 15Kg. ) (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

mm and 450mm deep for pipe lines with three or

223 1 Providing, supplying and fixing precast C.C. 219 Rmt.

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

x 300 mm depth and as per design conveying it

to the site, jointing into C:M 1:3 and racking out

the joints incl. necessary excavation of asphalt,

soil etc..completed.

224a 1 Constructing a cooking Sandwich platform 60 933.98 Rmt.

cm. width and 70 cm high resting on

B.B.Masonry walls 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 Constructing a cooking platform 60 cm. width 1,132.43 Rmt

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

cm.thick in 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 complete.

225 1 Providing and fixing hard drawn steel wire fabric 754.65 Smt

75mm x 25mm mesh or weight not less than

7.75 kg. per Sq.M. to window frames etc.

including60 x 20mm beading of teak wood.

226 1 Providing & fixing 15 cm wide chicken mesh jali 35 Rmt.

with nails & then application of 15 mm plaster on

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

227 3 Providing and laying cement concrete flooring 348.08 Smt.

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

stone aggregate 20mm nominal size) laid in one

layer and finished with a floating coat of neat

cement. (A) 50mm thick.

228 500 Providing and constructing, Underground (U/G) 6.5 Litre

water tank of specified capacity, on specified

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

grade with bottom slab, top slab and RCC walls,

including cost of form work and

reinforcement,with inside and outside plaster in

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 etc.

229 3 Providing & Fixing of Armstrong Mineral Fibre 1,307.00 Smt

Acoustical Suspended Ceiling System with Dune

(Bevelled Tegular) Edge Tiles With Armstrong

15mm Exposed GRID. The tiles should have

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

Light Reflectance ≥85%, Thermal Conductivity k

= 0.052 - 0.057 w/m K, Colour White, Fire

Performance UK Class 0 / Class 1 (BS 476 pt -

&7) in module size of 600 x 600 x 15mm

suitable for Green Building application, with

Recycled content of 32%. The tile shall be laid

on Armstrong Silhouette profile grid system with

15mm white flanges incorporating a 6mm central

reveal in white/black colour and with a web

height of 45mm and a load carrying capacity of

minimum 15.68 Kgs/M2 & minimum pull out

strength of 100 Kgs.. Silhouette, Main Runners

& Cross Tees to have mitred ends &

“birdsmouth” notches to provide mitred cruciform

junctions. The T Sections have a Galvanizing of

90 grams per M2 and need to be installed with

Suspension system of Armstrong make.

Warranty Certificate and Test Reports for NRC,

CAC and Fire rating shall be provided by

Vendor. Mineral Fibre Acoustic Modular Ceiling

Tile should be GREENPRO certified and

qualifies as GREEN PRODUCT certified by CII

Green Products and Services

Council.INSTALLATION: To comprise main

runner spaced at 1200mm centres securely fixed

to the structural soffit using Armstrong

suspension system (specifications below) at

1200mm maximum centre. The First/Last

Armstrong suspension system at the end of each

main runner should not be greater than 450mm

from the adjacent wall. Flush fitting 1200mm

long cross tees to be interlocked between main

runners at 600mm centre to form 1200 x

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 runner.

230 3 Providing and fixing PVC Printed pain colour 766 Smt

false ceiling with grid type with alluminium frame

consisting of 600mm x 600mm 3mm thick plain

PVC sheet used as panel insert in a frame work

made using anodized alluminium T section of

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

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

600mm) The alluminium frame work is supported

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

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

maintain proper level etc. The aluminium frame

work is supported on side wall with the use of

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

angles etc. complete as per direction of Engineer

in charge. Manufactures specification and

231 3 Providing and supplying of labour for necessary 551 No

manual excavation, cleaning, Shifting of Material

Or any other, or for any other work as directed

by Engineer In charge. The Rate includes

Handcart with Mazdoor

A 3 Carpenter 725 No

B 3 Fitter/Plumber/Mason 697 No

C 3 WELDER/ Gas cutter at Day /night 689 No

D 3 Supplting of welding machine / gas cutter 1,500.00 No

including cost of welding rods/gas,

Transportation, including carting from site to

E 3 Mazdoor at Day Male/Female 493 No's

232 50 Conveyance charges of (A) limemurrumbuilding 326.73 Cmt

rubbish earth manure or sludge & execavated

rock andrubbish [Limemurrum building rubbish

233 3 Supplying electric breaker machine for RCC slab 1,071.42 Shift

or asphalt demolishing work on site by using

operator, fuel, power supply etc.complete as

directed. (no payment should be allowed for non

working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for

break down work) (Based on Previously

approved rate by CE sir )

234 3 CatchPit Jali Fixing P/F FRC catch pit jali with 1,383.92 No.

frame 600mm x 600mm clear opening etc.

comp. As directed by engineer in charge. (Based

on Central Store Rate)

235 5 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 3 15 MM DIA 165.21 Rmt

B 3 20 MM DIA 202.97 Rmt

C 3 25 MM DIA 247.25 Rmt

D 3 32 MM DIA 330.36 Rmt

E 3 40 MM DIA 437.66 Rmt

F 3 50 MM DIA 647.3 Rmt

236 3 Providing and fixing cast iron steps of size 162.23 Each

500mm x 150mm x 22.5mm and painting with

two coats of Anti-corrosive paint etc. complete.

237 3 Supplying and fixing C.I. cover 300mm x 300mm 491.8 Each

without frame for Gulley trap (Standard pattern)

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

238 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

239 3 Providing and fixing sheet glass, selected quality 1,176.10 Smt

(Type-C) bedded in putty and fixed with wooden

beading including the cost of wooden beadings

of first class teakwood and necessary cutting of

glass. (2) 6 mm thick.

240 3 Providing and fixing rough cast wired glass, 559.26 Smt

6mm thick bedded in putty and fixed with

wooden beading including the cost of wooden

beadings of Indian teak wood and necessary

cutting of glass. (C) Wired - figured glass

241 3 Providing and fixing five courses water profing 466.84 Smt

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 6mm and down size or pea sizes gravel

spread at 0.008 Cu. Metre / Sq. metre including

preparation of surface excluding grading

242 3 Providing and fixing three courses water profing 753.2 Smt

treatment of Astral Make Company. with an first

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 2 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 5 Years for

warranty purpose.

243 3 Constructing Manhole with R.C.C. top slab in 10,920.76 Each

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

stone 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 1200mm and 1.5M. deep

including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be

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

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

of brick msonry using brick having crushing

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

Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A

type depth 0.90 Metre for 150mm diameter

244 3 Providing and fixing of wall paper at Wall/Ceiling/ 140 Sq.Ft

or at other places, as required. ( Basic Rate of

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

The Rate includes of necessary material, with

fixing and transporation with necessary solution.

245 3 Providing and fixing of Shower of jaquar make 3,802.00 No's

for Serial No. 0797N ALD ( High Flow C/Body-

Jaquar, Primary Batch )

246 3 Providing and fixing of Metro Pole of 40 mm dia 4,062.00 No's

of Jaquar Make of series FLV-1093 N ( Serial

247 3 Providing and fixing of chair bracket for Support 2,225.00 No's

of W.C. of Primary batch Series-7324 of Jaquar

248 3 Providing and fixing of upper part of W/C of 2,378.00 No's

jaquar series of

249 3 Providing and fixing of 2 in 1 Bib cock of jaquar 2,889.00 No's

Series of KUP-35041 (8481) as per Instructions

of engineer in charge.

250 3 Providing and fixing of Pillar cock of jaquar make 4,043.00 No's

series EXTND 190 MM as per instructions of

engineer in charge.

251 3 Providing and fixing of Angle cock of jaquar 1,870.00 No's

make series of KUP-35053 PM

252 3 Providing and fixing of shower of size 8x8m 7,851.00 No's

including shower arm, flange, floor trape,

including all material with fixing as per

Instructions of engineer in charge.

253 20 Supplying and fixing of Roller blind curtain In 6,670.00 Smt

Patterned Fabric of Different Textures corded in

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 charge.

254 3 Supplying and fixing of Sheer Curtains of 1,955.00 Smt

Different Size, In Patterned Fabric of White

Colour Textures 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

255 3 Supplying and providing of Green Curtain for 1,162.00 Smt

prevention of Sunlight. The Price Rate Includes

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

256 10 Supply & fixing factory finished cold formed Light 113.31 Kg.

guage steel frame sections confirming to SP:6

(5) 1980 at site or work including riveted, bolted

or welded in builtup for all type of sections ,in

framed work, cutting, hoisting, fixing in position

and applying primer coat of approved steel

primer etc. complete as per structural designs &

directions of Engineer-in-charge.

257 1 Providing valleys 900mm overall in plain 1.6mm 1,042.78 Smt

thick G.I. sheet fixed with G.I. J or L Hooks, Bolts

and nuts glavanised iron J or L Hooks Bolts and

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

258 5 Providing laying (to level or slopes) and jointing 658.89 Rmt

reinforced concrete Light duty non-pressure

pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for

collar joints including testing of joints

complete.(D) 300mm

259 1 Constructing Manhole with R.C.C. top slab in 19,139.07 Each

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

stone aggregate 20mm nominal size) foundation

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

:6-Brick bats 40 + 50mm size) inside plastering

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

3-coarse sand) finished with a floating coat of

neat cement and making channels in cement

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

:4-stone aggregate 20mm nominal size) finished

smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep

including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be

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

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

of brick msonry using brick having crushing

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

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

type depth 1.50 Metre for 150mm diameter

260 10 Providing laying (to level or slopes) and jointing 658.89 Rmt

reinforced concrete Light duty non-pressure

pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for

collar joints including testing of joints

complete.(D) 300mm

261 Labour charge for cleaning underground tank

and ovrhead tank by Modern science Technolgy

with six stage process as below (1) Dewatering

Existing water by submersible pump (2) Hydro

jetting by 150 kg per sq cm. pressure (3) vaccum

cleaning to suck the sluge & Turbidity on bottom

surface (4) Heat air system by 80 c Temperture

for drying corners and akk sided of tank (5) anti

bacterial chemical spreying to all surface of tank

and then (6) uitraviolet radiation pan treatment to

tank in six stage on site classic supply etc shall

he provided by muni.corporation without

charging any extra cost.The complete tank

cleaning by mono cleaning system as directed

.Rate of above processes are as capacity of tank

(approved rate)

A 100 up to 20,000 litrs 700 no

B 1000 20,000 litrs to 4,54,000 litrs 30 per 1000

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 )

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 12 Monthafter the order to start the works. Progress of work

should be in proportion to time limit.

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

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the

traffic. He shall be responsible for any damage to public. If any incident happen, during the

execution of work. In case of dispute for unseen or overlooked items the decision of the Dy. City

Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work

and at the time of completion of work and hand over the site with final finishing of the work as

directed. All the rejected materials shall be removed from site within 24 hours by contractor at this

risk and cost. Debris shall have to cart daily from site.

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

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add. City Engg. shall remain final regarding rate.

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

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

and the contractor will have to carry out the works and he will be paid at the rate quoted by him.

No claim for extra rate for subsequent changes in site and design is entertained.

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

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

Rules framed the 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.