Construction of underground RCC tanks, water proofing and leveling of terrace areas and other maintenance as per requirement in Sardar Patel Swimming Pool, Vadaj Swimming Pool and other municipal buildings in S.P.Stadium Ward, West Zone.

1. Name of Work : Construction of underground RCC tanks, water proofing and leveling of

terrace areas and other maintenance as per requirement in Sardar Patel

Swimming Pool, Vadaj Swimming Pool and other municipal buildings in

S.P.Stadium Ward, West Zone.

2. Tender Estimated Cost : Rs:-

: 1% of the Tender Cost in the form of Rs. 54,998.00 (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 “D” 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 :

Dt.17-07-2026, upto 18:00 hrs.

(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.18.07.2026 , 15:00 hrs.

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

Opening of Tender hours: On date. 18-07-2026 & 12:00 hrs West Zone, 2nd Floor,

A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

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

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

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

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

Lakhs) but not more then 10% of bill

Defect Liability : As per ‘B-1 Form Close

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

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

start the works within 48 hours of intimation of work. Communication

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

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

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

Time permitted to start parts

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

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

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

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

times failures by contractor shall make contractor responsible to be

black listed unless and otherwise justified properly in writing /

binding within 15 days of last notice of penalty.

 The staff of the contractor shall wear safety jackets,

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

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

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

works without proper precautions/safety measures as

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

The contractor shall be responsible to make good and remedy at

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

before the period mentioned hereunder from the certified date of

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

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

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

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

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

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

Defect &Liability 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:- Construction of underground RCC tanks, water proofing and leveling of terrace areas and other

maintenance as per requirement in Sardar Patel Swimming Pool, Vadaj Swimming Pool and

other municipal buildings in S.P.Stadium Ward, West Zone

Qty Description of Item Per Amount Rs.

Excavation for foundation up to1.5 m depth

including sorting out and stacking of useful

1a 80.00 materials and disposing of theexcavated stuff Cmt

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

1.5 to 3.0 mt.depth

Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

c 10.00 materials and disposing off Cmt

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

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Murrum

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations etc.

in layers not exceeding 20 cm. in depth

2 10.00 consolidation each deposited layer by ramming Cmt

Filling in plinth with sand underfloors

including watering ramming, consolidating and

dressing etc. complete.

Filling in foundation and plinth with murrum or

selected soil in layers of 20 cm. thickness

4 10.00 including watering, ramming and Cmt

consolidating etc.

Providing and laying cement

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

and:10-hand broken stone aggregates 40mm

nominal size) and curing complete

5 10.00 excluding cost of formworkin (A) Foundation Cmt

and Plinth (upto 10 ton).

Providing and laying cement concrete1:4:8

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

stone aggregates 40mm nominal size) and

6 10.00 curing complete excluding cost of formworkin Cmt

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

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

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

aggregates 40 mmnominal size) and curing

7 10.00 complete excluding cost of formwork in (A) Cmt

Foundation and Plinth..

Providing and laying cement concrete 1:3:6

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

stone aggregates 20mm nominal size) and

8 10.00 curing complete including cost of formwork in Cmt

(A) wall caps/coping (upto 10 ton)..

Providing and laying cement concrete work

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

aggregates 20mm nominal size) curing

9 complete excluding cost of formwork and

Foundations, footings, base or columns and

Slabs, landing, shelves, balconies, lintels,

beams, girders and cantilivers upto floor two

Independent piers, columns, and pillars, upto floor

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

cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) for

reinforced concrete chhajjas not exceeding

cm. thickness upto floors two level including

finishing the exposed surfaces with

10 20.00 cement mortar 1:3 (1 cement : 3 find sand) to give Cu.M.

a smooth and even surface centering and form

work and curing complete excluding cost of

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings,Base of

11 10.00 columns and Mass concrete Cum

Providing and laying in position Ready

Mixed M-150 grade concrete for

reinforced cement conctere work, using

cement content as per approved Design Mix

manufactured in fully automatic batching

plant and transported to site of work intransit

mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work including pumping of

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

excluding the cost of centering shuttering

finishing and reinforcement including

cost of admixtures inrecommended

11A 15.00 proportions as per IS:9103 to accelerate/ Cmt

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

Providing and laying in position Ready

Mixed M-200 grade concrete for

reinforced cement conctere work, using

cement content as per approved Design Mix

manufactured in fully automatic batching

plant and transported to site of work intransit

mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work including pumping of

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

excluding the cost of centering shuttering

finishing and reinforcement including

cost of admixtures in recommended

12 50.00 proportions as per IS:9103 to accelerate/ Cmt

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

Providing and laying controlled cement concrete

M.200for curing complete excluding cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings,Base of

12a 30.00 columns and Mass concrete Cum

Walls, from top of foundation level upto floor two

Slabs,landing,shelves,Balconies Lintels, Beams,

Girders and Cantilever upto floor two level.

Columns, Pillars posts and struts upto floor two

Staircases excluding landing upto floor two level

Vertical and Horizontial its upto floor two level.

Providing and laying in position Ready

Mixed M-250 grade concrete for

reinforced cement conctere work, using

cement content as per approved Design Mix

manufactured in fully automatic batching

plant and transported to site of work intransit

mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced

cement concrete work including pumping of

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

excluding the cost of centering shuttering

finishing and reinforcement including

cost of admixtures in recommended

13 50.00 proportions as per IS:9103 to accelerate/ Cmt

retard setting of concrete, improve work ability

without impairing strength and durability as per

direction of theEngineer-in-charge. Without Fly

Ash (Min cement level as per latest IS456 shall

be maintained) (Cement level 450 kg )

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced concrete

Foundations, footings, Base of columns and Mass

Walls, from top of foundation

level upto floor two leve

Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level.

Columns, Pillars posts and

struts, upto floor two level.

Providing and laying in position Ready Mixed M-

300 grade concrete for reinforced cement conctere

work , using cement content as per approved

Design Mix manufactured in fully automatic

batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of

14 10.00 concrete, improve workability without impairing Cum

strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS

shall be maintained)

Providing and laying in position Ready Mixed M-

350 grade concrete for reinforced cement conctere

work , using cement content as per approved

Design Mix manufactured in fully automatic

batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of

15 10.00 concrete, improve workability without impairing Cum

strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash(Min cement

level as per latest IS

shall be maintained)

Providing and Laying ordinary cement

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

graded stone aggregates 20 mm nominal

size) and finishing smooth with curing etc.

complete including the cost of form work but

15a 1.00 excluding the cost of reinforsement for R.C.C Cum

work in (iv) Slabs having more than 13 cm and

upto 15 cm.thickness

Providing and Laying ordinary cement

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

graded stone aggregates 20 mm nominal

size) and finishing smooth with curing etc.

complete including the cost of form work but

15b 2.00 excluding the cost of reinforsement for R.C.C Cum

work in (iv) Slabs having more than 8 cm and upto

10 cm.thickness

Providing and laying ordinary cement concrete

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

15c 2.00 excluding the cost of reinforcement. Cum

Brick work using common burnt clay

building bricks having crushing strength

not less than 35kg./Sq.Cm.in foundation and

16 plinth in Cement Mortar1:5 (1-Cement :5 -

(A) Conventional (upto 10 ton)

Extra Rate for brickwork in Above Item for

super structure above plinth level upto floor two

level (B) Conventional

(A) Conventional (upto 10 ton)

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

Modular Per Floor Per

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

Conventional Per Floor Per

Half brick masonry in common brunt clay

building bricks having crushing strength not less

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

Cement : 4 coarse sand ) in foundation

18 50.00 and Plinth conventional brickwork (up to Smt

10 ton) (B) Conventional

Extra for half brick masonry in super

structure above plinth level upto floor two

level (B) conventional

Providing and laying Pre cast Light weight

concrete hollow core wall with hollow core

concrete unit of approved make & size of

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

2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M20

having cube compressive strength not less than

20 1.00 20 MP a jointing with high strength & tensile Sqm

adhesion non-shrink cementitious joint

compound /P.U. Foam. (Plaster not required)

Providing and laying Pre cast Light weight

concrete hollow core wall with hollow core

concrete unit of approved make & size of 120 mm

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

2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M20

21 1.00 having cube compressive strength not less than Sqm

20MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint

compound/ P.U.Foam. (Plaster not required)

Providing and laying Pre cast Regular

concrete hollow core wall with hollow core

concrete unit of approved make & size of

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

2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M35

having cube compressive strength not less than

22 1.00 35 MP a jointing with high strength & tensile Sqm

adhesion non-shrink cementitious joint

compound/ P.U.Foam. (Plaster not required)

Providing and laying Precast Regular

concrete hollow core wall with hollow core

concrete unit of approved make & size of 120 mm

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

2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M35

having cube compressive strength not less than

23 1.00 35 MP a jointing with high strength & tensile Sqm

adhesion non-shrink cementitious joint

compound /P.U.Foam. (Plaster not required)

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

24 & removal of the same for in situ reinforced or

plain concrete work upto floor four level

Foundation, footings, bases of columns etc.

and mass concrete.

(B) Flat surfaces such as soffits of supspened

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

upto 200 mm in thickness.

(B) Flat surfaces such as soffits of suspended floor

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

above 200mm in thickness.

Vertical surface such as walls (any thickness)

partitions and the like including attached buttresses

& string course & the like.

(ii) Sides And Soffits Of Beam, Haunchings

Cantilevers, Girders, Bressumers And Lintels

e 1.00 Not Exceeding 1 M In Depth. Smt

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

Rectangular Polygonal in plan.

(2) Circular or curved in plan.

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

Haunchings canti-levers Girders Bressumers and

Lintels exceeding 1M.in Depth.

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws.

(A) Indian Teak Wood (ii) Fully Glazed.

(B) Indian Teak Wood (ii) Fully Panelled

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

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

26 including black enamelled M.S.butt hinges with

necessary screws.

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

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

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

partly glazed. (upto 10 ton)

Providing and fixing 35 mm thick panelled,

glazed or panelled and glazed shutters for Doors

windows and clear story windows including

27 anodised alluminium But hinges with

necessary screws and indian teak wood shutters

(A) Plywood sheet panels.

(B) Particle board panels

(C)Hard board panels.

(D) Asbestos sheet panels.

Providing and fixing 25 mm thick shutters for

cup boards etc. including black enamelled

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

28 1.00 teak wood. (i) Fully Panelled. (upto 10 ton) Smt

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian teak

a 2.00 wood. (ii) Fully Glazed. Smt

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium butt

hinges with necessary screws. (A) Indian teak

wood. (ii) Partly panelled and partly glazed.

Providing and fixing plain asbestos cement sheet

6 mm thick in partitions including fixing to

fames with screws etc, complete with 50 mm

29 5.00 x 12 mm Deodar wood beading (Frames Smt

to be paid separately) (upto 10 ton)

Providing and fixing in partitions 4 mm thick

medium hard board of approved quality including

fixing to fames with screws etc complete with

30 5.00 mm x 12 mm teak wood beading (Frames to Smt

be paid separately) (upto 10 ton)

25 mm thick wooden shelves supported on

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

fixed at suitable distances but not

31 5.00 exceeding 75 cm. apart with Mango wood Smt

or equivalent quality. (upto 10 ton)

40 mm thick wooden shelves supported on

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

suitable distances not exceeding 75cm. Apart

32 4.00 with Mango wood or equivalent quality. Smt

Providing and fixing M.S. round or square bars

with M.S. flats at required spacing in wooden

33 10.00 frames of windows and clerestory kg

windows.(upto10 ton)

Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and frame

34 100.00 alround, square or round bars with round headed kg

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

Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc. with

M.S. flats at required spacings and frame

a 2.00 alround, square or round bars with round headed kg

bolts and nuts or by screws (A) Ornamental Grill.

Providing and fixing glazed louvered

glass windows and ventilators with teak

wood frame 10 cm. x 7 cm. size including

35 2.00 coats of oil painting to wood work etc.complete. Smt

Providing and fixing glazed louvered

glass windows and ventilators with teak

wood frame 10 cm.x7 cm. size including

coats of oil painting to wood work

36 4.00 etc.complete.with wooden louvers plank 12mm Smt

thick (upto 10 ton)

Providing and fixing 35 mm thick shutters for

Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm.

size including anodized alluminium fixtures

37 10.00 and fastenings including primer coat of Smt

approved quality and two coats of oil painting etc,

complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for

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

38 4.00 approved quality and two coats of oil painting Smt

etc, complete.(ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for

Doors, windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

size including anodized alluminium fixtures

and fastenings including primer coat of approved

quality and two coats of oil painting

a 2.00 etc, complete. (iii) Partly panelled and partly Smt

Providing and fixing 30mm thick FACTORY 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

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

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

shall be flat and 20mm shall be tapered on both

39 5.00 side to form lock rail, Top, bottom Smt

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

Providing and fixing in position collapsible

steel shutters with vertical channels 20 x

x 2 mm braced with flat iron diagonal 20 x6 mm

size with top and bottom rails T iron 40 x 40 x

mm with 38 mm dia steel pulleys complete with

40 5.00 bolts, units, locking arrangements, stoppers, Sq.M.

handles, including a priming coat of red lead

paint & approved make.

Providing and fixing 1 mm thick M.S. sheet

sliding shutters with frame and diagonal

braces of 40x40x6 mm angle iron, 3.15 mm

M.S.gusset plates at Junctions and corners

mm dia. pulley, 40x40x6 mm angle and

T-iron huide rail at top and bottom

41 2.00 respactively with handles, stoppers and locking Sqm

agangement etc, including applying a priming

coat of red lead paint. (upto 10 ton)

Providing and fixing rolling shutters of approved

make made of 80 mm wide M.S.laths

inter-locked together through their entire length

and jointed together at theends by end locks

mounted on specially designed pipe shaft with

bracket plates, guide channels and

arragements for inside and out side locking

42 4.00 with push-pull operation including the cost Sqm

of hood cover and spring etc. complete.

(A) Shutters having width below 3.5 M.

Providing and fixing rolling shutters of approved

make made of 80 mm wide M.S.laths

inter-locked together through their entire length

and jointed together at theends by end locks

mounted on specially designed pipe shaft with

bracket plates, guide channels and

arragements for inside and out side locking

a 2.00 with push-pull operation including the cost Smt

of hood cover and spring etc. complete.

(A) Shutters having 3.5 M. & Above

Providing and fixing extruded aluminum window

having extruded aluminum Colour Powder Coated

section frame main outer size 127mm x 38.10mm x

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

member size 122.20mm x 31.75mm x 1.10mm @

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

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

sliding shutters of horizontal member size 40mm x

18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical

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

0.456Kg/mt,@ with 5 mm thick transparent bronze

43 1.00 colour tinted float glass with powder coated Smt

aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details

etc complete for window.

Providing and fixing window having extruded

aluminum Colour anodized section frame main

outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg

/ Rmt, horizontal two track member size 61.85 mm

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

44 1.00 bronze colour tinted float glass with powder coated Sq. M.

aluminum fittings

and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for

Providing & Fixing in position Alluminium

vents with frame using approved anodised

extruded alluminium section as approved by Engg.

In charge.(Jindal alluminium) units

equivalent Approved Rate)Frame section of

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

45 5.00 Providing & Installing 5 mmthick approved color Sq. M.

Acrylic sheet of standard quality etc. comp.

Providing and fixing standared extruded of

alluminium section of size 63 mmx38.10

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

Kg/mt) with colour anodized alluminium

46 5.00 frame for ventilation with 5 mm thick frosted Sq. M.

glass as details etc complete for Ventilation

Providing and fixing standared extruded of

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

47 2.00 transparent bronze colour tinted float glass as Sq.M.

details etc complete for Fix Partition

Providing and laying 40 mm thick marble chips

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

granolithic finish with under layer 30 mm thick

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

sand: 4-graded stone aggregate 10 mm

and down gauge) and to player 10 mm thick with

white, black or white and blak marble cihps of

required sizes from 1 mm to 4 mm nominal size

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

Cement:1-Marble powder by weight) in

48 1.00 proportion of 4:7 (4- Cement: 7-marble Sqm

chips by volume) (C) Medium Shade

pigment with approx 50% white cement and

50% ordinary cement (In top layer only) (upto

Providing and laying marble chips skirting

(Terrazo) or dedo rubbed, and polished to

Granolithic finish to player 6 mm white, black or

white and black marble chips of size from

smallest to 4 mm nominal size laid in cement

marble powder mix 3:1 (3-Cement:

49 2.00 marble powder by weight) in proportion of 4:7 (4- Sqm

cement marble powder mix: 7-marble chips by

volume) (B) Light shade pigment with white cement

(In top layer only)

Providing and laying white glazed tiles 6mm thick

in flooring treads of steps and landing laid on a bed

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

50 100.00 coarse sand ) finishing with flush pointing in white Sq.M.

Providing and laying Ceramic tiles 6 mm thick in

flooring treads of steps and landing laid on a bed

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

51 10.00 coarses and) finishing with flush pointing in white Sq.M.

cement. (upto 10 ton)

Providing & Fixing 2mm Aluminium / 4mmACP

sheeting fixed with Type-11 Class-C High Intensity

Grade Sheeting as per IRC 67 : 2012 reflective

52 1.00 sheeting of size including lettering and signs as Smt

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

on a bed of 12 mm thick cement mortar

53 50.00 1:3 (1-cement:3-coarses and) finishing with flush Sq.M.

pointing inwhite cement. (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

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

54 5.00 3-coarse sand) and jointed with white Sqm

cement slurry (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

in skrting risers of steps and dedo on 10 mm

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

55 5.00 sand) and jointed with white cement slurry Sqm

Providing and laying 24" x 24" vitrified Tiles

8 to 10 mm th. Double Charged gloosy/

Matt of Approved make as approved by

Adl.C.E. / consultants in flooring over 20 mm

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

56 5.00 sand)on new surface& jointed with colour Sq. M.

cement slurry incl with flush pointing &

cleaning the surface etc. comp.

Providing and laying 24" x 24" vitrified 8 to

10 mm th.Double Charged Gloosy / Matt

tiles of Approved make as Approved by

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

skirting as approved by Engineer in charge

over 10 mm thick cement mortar 1:6 (1 cement :

57 10.00 6 coarse sand)on new surface& jointed with Rmt

colour cement slurry incl with flush pointing &

cleaning the surface etc. comp.

Providing and laying polished Kota stone slab

flooring over 20 mm (Average) thick base of

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

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

laid over and jointed with grey cement slurry

58 100.00 mixed with pigment to match the shade of Sq.M.

slab including rubbing and polishing etc.

complete. (A) 25 mm thick (upto 10 ton)

Providing and laying marble stone slab flooring

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

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

: 1.5 - coarse sand) laid and jointed with gray

cement slurry including rubbing and polishing

59 2.00 complete. (A) Marble slab 25mm Sq.M.

Providing and laying polished Kota stone slab

flooring over 20 mm (Average) thick base of

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

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

60 2.00 cement slurry including rubbing and polishing Sq.M.

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

Providing and laying polished kota stone slab

mm thick in risers of steps, skirting Dedo and

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

Cement :3 coarses and) and jointed with

gray cement slury mixed with pigment to

61 2.00 match the shade of slab including rubbing Sq.M.

and polishing etc.complete. (upto 10 ton)

Providing and laying cement concrete

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

graded stone aggregate 20mm nominal size)

62 600.00 laid in one layer and finished with a floating Sq.M.

coat of neat cement. (A) 40mm thick. (upto 10

Providing and laying cement concrete

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

graded stone aggregate 20mm nominal size)

63 2.00 laid in one layer and finished with a floating Sq.M.

coat of neat cement. (B) 50mm thick. (upto 10

Providing and fixing pre-cast concrete

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

64 1.00 and level, filling the joint with C:M 1:3 (1 cement Rmt

:3 fine sand) etc complete. (upto 10 ton)

Providing and fixing pre-cast Rubber Dye / steel

Dye inter locking concrete block 60mm thick

with grade of concrete M300 pnumatic compressed

/ vibrated mechanically and as per

approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and

65 2.00 level as per guidlines of IRC : SP 63-2018 etc. Smt

Providing and laying broken china mosaic

flooring for terrace using 12 mm to 20 mm broken

pieces of glazed tiles to be laid over cement mortar

1:3 to plain or slope and to be tempered to bring

mortar creme out upto surface using white

cement including rounding off junctions and

66 400.00 extending them up to15 cm along the wall, Sqm

clearing with water and oxalic acid

etc.asdirected.

Providing and laying coloured glazed tiles

of the size 300 mmx200 mmx8 mm/300

mmx450 mmx8 mm in skirting, risers of

steps and dedo on 10 mm. thick cement

67 50.00 plaster 1:3 (1cement: 3 coarse sand) & Sqm

jointed with white cement slurry.

Providing corrugated G.I. sheet of class-3

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

68 5.00 the cost of purlins, Rafters and Trusses. (1) 0.80 Sqm

mm thick sheet.(up to10 ton)

Providing ridges or hips 600 mm over allin

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) 0.80

Providing and fixing 150 mm wide 450 mm over all

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

Iron brackets 40 mmx3 mm size Bolts, Nuts,

70 2.00 washers etc. including making necessary Sqm

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

Providing and fixing five courses water profing

treatment with bitumen felt consisting of

second and fourth course of blown/

bitumen or/and residual bitumen applied hot

at 1.2 kg.per Sq.M.of area for each course

and first course with fibre base bitunen

saturated under lay type land third course with fibre

base self finished felt type 2 grade 1 and fifth

and final course of stone grit 6 mm and down size

71 1.00 or pea sizes gravel spread at Sqm

0.008 Cu.Metre/Sq.metre preparation of surface

excluding grading complete. (upto 10 ton)

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

pipe including filling the joints with spun yarn

soaked in neat cement slurry and cement

72 1.00 mortar 1:2(1- Cement : 2-fine sand) (A) 75 Rmt

Providing 15 mm thick cement plaster in

single coat on Rough (Similar) side of single or

half brick walls for interior plastering up to floor

73 200.00 two level and finished even and smooth in (i) Sqm

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

Providing 20mm thick sand faced cement plaster

on walls upto height 10 metres above ground level

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

74 200.00 (1-cement : 3-sand) and 8mm thick finishing coat of Sqm

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

Colour washing with lime on wall surface (two

coats) over and including a primary coat of

white washing to give an even shade after

75 10.00 through brooming the surface to remove all dirt, Sqm

dust, mortar drops and other foreigh matter.

Removing dry or oil bound distemper

by a washing and scraping and sand

papering the wall surface smooth including

necessary repairs to scratches complete.

Distempering with dry distemper of approved

brand and manufacture (two coats) and of

required shade on wall surfaces of given an

even shade, over and including a priming

77 10.00 coat of whiting after thoroughly brooming Sqm

the surface free from mortar dropping and

other foreign matter.

Extra Coat for Above Item over above for

every subsequent coat of approved brand

and manufacture.

Distempeing (Two coats) with oil bound

distemper of approved brand and

manufacture and of required shade on wall

surfaces to give an even shade, over and

including a priming coat with distemper

primer of approved brand and

manufacture after thoroughly brushing the

78 5.00 surface free from mortar dropping and other Sqm

foreign matter and also including preparing

the surface even and sand papered smooth.

Extra Coat for Above Item over above for

every subsequent coat of approved brand

and manufacture.

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture

on undecorated wall surface to give an even

shade including throughly brushing the surface

80 500.00 free from mortar droppings and other foreign Sqm

matter and sand papered smooth.

Extra over item for every sub sequent coat of

wall painting with plastic emulsion paint of

Extra over item for painting with plastic emulsion

paint of approved brand on ceilings and sloping

Applying priming coat over new steel and

other metel surface after and including

preparing the surface by throughly cleaning,

oil, grease, dirt and other foreign matter

82 50.00 and scoured with brushes fine steel wood, Sqm

scrapers and sand paper with ready mixed

priming paint brushing red lead.

Painting two coats (excluding priming coat)

on new steel and other metal surface with

enamel paint, brushing, interior to give an even

shade including cleaning the surface an even

83 50.00 shade including cleaning the surface of all dirt, Sqm

dust and other foreign matter.

Painting one coats (excluding priming coat)

on previously painted steel and other metal surface

with enamel paint, brushing to give an even

84 50.00 shade including cleaning the surface of all dirt, Sqm

dust and other foreign matter.

Extra over item for 83 & 84 every sub sequent

Painting two coats (excluding priming coat)

on new steel and other metal surface with

synthetic enamel paint, brushing to give an

86 200.00 even shade including cleaning the Sqm

surfaceofalldirt,dust and other foreign matter.

Painting one coats (excluding priming coat)

on previously printed steel and other metal surface

with synthetic enamel paint, brushing to give an

87 200.00 even shade including cleaning the surface of all Sqm

dirt, dust and other foreign matter.

Extra over Above item for 86 & 87 for every

sub sequent coat of paint.

Painting two coats (excluding priming coat)

on external surface of new rain water, soil, waste

and vent pipes and fittings with ready mixed

bituminous brushing, black, anti corrosive to

89 100.00 give an even shade including cleaning of all dirt, Sqm

dustand other foreign matter.(75 mm dia)

Painting two coats (excluding priming coat)

on external surface of new rain water, soil, waste

and vent pipes and fittings with ready mixed

bituminous brushing, black, anti corrosive to

90 100.00 give an even shade including cleaning of all dirt, Sqm

dust and other foreign matter.(100 mm dia)

Painting two coats (excluding priming coat)

on new wood and wood based surface with

enamel paint, interior to give an even shade

including cleaning the surface of all dirt,

dust and other foreign matter sand papering

91 100.00 and stopping. (a) Ready mixed paint Sqm

brushing wood primier pink.

Painting one coats (excluding priming coat)

on previously painted wood and wood based

surface with enamel paint, to give an even shade

including cleaning the of all dirt, dust and other

92 10.00 foreign matter.(b) Ready mixed paintbrushing Sqm

priming for enamel

Extra over Above item for 91 & 92 every sub

sequent coat of paint.

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

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

even shade including cleaning of all dust, dirt and

94 10.00 other foreign matter sand papering and stopping. Sqm

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats)

to give an required shape even shade after

95 500.00 thoroughly brushing the surface to remove all Sqm

dirt, and remains of loose powdered

materials.etc complete

Applying two coats of putty & two coats of primer

of approved brand and manufacture on new wall

surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and

96 10.00 other foreign matter and sand papered smooth. Sqm

Painting two coats (excluding priming coat)

on new wood and wood based surface with

enamel paint, interior to give an even shade

97 10.00 including cleaning the surface of all dirt, Sq.M.

dust and other foreign matter sand papering

Writing letter or figures on any surface with

black japan paint (stops, comas, hyphens and

the like not to be measured and paid for

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

10 Letter pet CM.HT) 3.47 Cm/Ht

Extra over items for using thick white paint

instead of black japan paint. (i)Block

99 10.00 (Letters/Figures)

Polishing with french polish on new wood and

wood based surface to give an even

surface including cleaning, the surface of all dirt,

100 10.00 sand papering smooth and including a coat of Smt

Extra over items for using thick white paint

instead of black japan paint. (ii) Indian per letter

(Letters/Figures)

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road

marking paint, brushing including cleaning the

102 10.00 surface of all dirt, dust and other foreign matter. Sqm

(i)Over 10cmi n width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road

marking paint, brushing including cleaning the

103 10.00 surface of all dirt, dust and other foreign Rmt

matter.(ii) Upto 10 cm in width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in one coats with road

marking paint, brushing including cleaning the

104 10.00 surface of all dirt, dust and other foreign matter. (i) Sqm

Over 10cm in width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in one coats with road

marking paint, brushing including cleaning the

105 10.00 surface of all dirt, dust and other foreign Sqm

matter. (ii) Upto 10cm in width

Demolition including stacking of serviceable

materilas and disposal of unserviceable materials

106 10.00 with all lead and lift. (i) R.C.C. work Cu.M.

Demolition of Brick work and stone masonry

including stacking of serviceable materil as and

disposalof unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

Demolition of terrace including stacking of

serviceable materilas and disposal of

107 unserviceable materials with all lead and lift.(i)

A Brick tile covering.

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materil as and

108 600.00 disposal of unserviceable materials with all lead Sqm

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc. stacking of

serviceable materil as and disposal of

109 50.00 unserviceable materials with all lead and lift.(i) Sqm

G.I.sheet roofing.

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc. stacking of

serviceable materil as and disposal of

109 unserviceable materials with all lead and lift.(i)

A A.C. sheet roofing.

Dismentling steel work including distempering

and stacking the materials with all lead and lift.

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including

chowkhats architraves, hold fasts and other

111 2.00 attachment etc. complete and stacking the Each

material within all lead and lift.(i) Not exceeding 3

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including

chowkhats architraves,hold fasts and other

112 10.00 attachment etc. complete and stacking the Each

material with in all lead and lift.(ii) Exceeding 3

Dismentling barbed wire in fencing including

making rolls and also including dismentling

fencing posts including all earth work concrete in

base and making good the disturbed

ground stacking useful materials as

113 100.00 directed and disposing as directed and Rmt

disposing of the unserviceable materials with

all lead and lift.

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

A.C. rain water pipes with fittings and clamps

including stacking the materials with all lead and lift

(for any dia, of pipe)

Dismantling santtary fittings like wash basin .

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

115 10.00 tank etc. including stacking the materials with Each

all lead and lift

Scraping oil paint from steel and other metal

surface and making the surface even (with

Hand Scraping.)

Removing and scraping of old deteriorated

plaster of any thickness from wall /

R.C.C member including stacking of

117 150.00 serviceable material and disposal of Smt

unserviceable from site of work with all lead and

Providing and fixing M.S. fan clamps of

shape and size as specified in existing

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

Cutting out cracks of roof terrace to V-section,

cleaning out, wetting, grouting with cement and

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

Cutting out cracks roof terrace to V-Section

cleaning out and filling solidly with a hot

120 2.00 mixture of bitumen and clean dry sand (1:1 by Rmt

weight) (up to 10 ton)

Providing & Fixing in position Alluminium

doors with frame using approved quality

anodised extruded alluminium section as

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

Frame sections 101.6x44.45 mm (b)

Shutter bottom vertical & top section

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

121 1.00 mm thick approved color Acrylic sheet of Sq. M.

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.)

Providing & Fixing in position Fully Panelled /

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. 1.31 kg/mt.)( at

1.31 kg/mt) © Shutter bottom section at

x44.45mm at ( 1.37 kg/mt ) Shutter middle

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

122 1.00 providing & installing 5 mm thick Glass of Sq.M.

standaed quality fixed / 12 mm thick

Laminated sheet with glazing chips (wt. 0.13 kg/

Rmt) in panels etc. comp. as per Detail

Given & direction of engg.in charge.

Providing & Fixing in position Alluminium

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

frame using approved anodised extruded

alluminium section of minium thickness of 1.5 mm

as approved by Engg. In

123 1.00 charge.(Jindal alluminium) units equivalent. Sq. M.

including P/F installing 5 mm thick clear/tinted

Glass of standard quality etc.comp.

Providing and fixing standared extruded of

alluminium section of size 63.50 x 38.10 x

mm,@ Wt 1.094Kg / Rmt with colour Powder

Coated alluminium frame with

124 1.00 5 mm thick transparent bronze colour tinted float Sq. M.

glass as details etc complete for Fix window.

Providing and fixing of Ridge flashing for

roof panel shall be made out of 0.5 mm

thick pre coated GI sheet. The Pre

coatedsheet shall be of minimum 240 mpa

steel grade confirming to IS 14246:1995 and

shall have zinc coating of minimum 120 gsm

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

primer on 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

125 2.00 transportation. The ridge shall be fixed to the steel Sqm

members by poprivetor self drilling/self

stitching fastners @ maximum 450mm c/c along

length of capping/flashing etc complete .

Supplying and fixing vinyl flooring over the

surface having 1-2 mm thickness as per

126 2.00 directed by engineer incharge etc as Smt

completed (N.S.)

Providing and laying 15mm bamboza

wooden flooring as per architect's drawing

with all necessary details as directed by the

project consultants. Use underlay for better

127 2.00 result as per Detail specifications and directed Smt

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

Providing and fixing 1.20 Metre high fencing

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

mm x 6 mm and oil painting 3 coats fixed at

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

diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre, strained and

128 2.00 fixed to posts with G.I, staples including fixing Rmt

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.

Dismentling barbed wire in fencing including

making rolls and also including dismentling fencing

posts including all earth work concrete in base and

making good the disturbed ground stacking useful

materials as directed and disposing as directed

129 100.00 disposing of the unserviceable materials with all Rmt.

Constructing a sink (chowkedi) with C.C.

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

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

cm. thick cement plaster to masonry / in

130 2.00 C.M.1:3) and cement concrete flooring in 1:2:4: Rmt

mix 5cm.dia.drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and

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

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

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

131 2.00 set in C.M. (1:6) (6 mm thick terrazo) with Rmt

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

Making 15 mm groove in RCC work on road and

filling it with polysulfied selant and finished it good

132 2.00 incl. all all labour charges etc. comp as directed Rmt

P/A Tremix with dewartering machine and

floater machine on constructed CC work for

finishing the surface as per requirement. The

rate including all machinaries, labor, loading,

133 2.00 unloading, transportaion etc complete as per Sq.M.

direction given by engineer incharge.

Carring out timber treatment to all wood work

including drilling holes and spraying oil based

chemical solution on surface of timber work for

termite control including labour and material etc.

complete. Using Chlordene 20 EC. As

Per 6113_part III Consentration Weight1.00

percent is recommended one litre chemical

emulsion dillute with 9 liter of kerosene

precent concentration. Total dillute

134 2.00 concrentration will be 10 litre inclusive of Smt

the litre chemical emulsion appication 0.75

/ Litre chemical per one Sqmt printed two coat

Applying general insecticide pest control

treatment to floors, cup boards etc

including labour material etc. complete.

Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight 0.50 percentis

recommended one litre chemical emulsion dillute

with 39 liter of water will give. Total dillute

135 2.00 concrentration will be 40 litre inclusive of one Smt

litre chemical emulsion appication 0.5 Litre

chemical / Sqm of surface is recommended

Carring out plinth treatment to post construction /

existing structure by spraying chemical solution

for termite control treatment including labour and

material consist ment with I.S. specification.

Using Chlordene and Chior purfiles 20 EC.

As Per 6131_paret-II Consentration Weight

on percentis recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1%

136 2.00 concrentration inclusive of one litre chemical Smt

emulsion appication attherate of 5 Litre

chemical / Sqm of surface is recommended

Carrying out wall treatment for termite control

including spraying with chemical solution in oil

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

material Using Hepachlor concentration

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

Weight 0.50 percentis recommended

i.e one litre chemical emulsion dillute with

39 liter go fIS concrentration total dillite

concentration will be 40 litre inclusive of one

137 2.00 litre chemical emulsion appication at the rate Smt

of 7.5 Litre chemical / Sqm of surface is

recommended as per I.S

Providing erecting and fixing double

coated Syntex PVC.(ISI) water tank of

required capacity each with all necessary fittings

138 500.00 and connection etc. complete on terrace. Litre

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade)

of the following nominal bore, tube fitting and

139 clamps including making good the wall ceiling and

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 32mm (upto 10 ton)

(E) 40mm (upto 10 ton)

(F) 50mm (upto 10 ton)

Providing and laying in trenches galvanised

mild steel tubes (Midium grade) of the

following nominal bore, and tube fitting

140 (Earth work in trenches to be measured and

paid for separately)

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 40mm (upto 10 ton)

(E) 65mm (upto 10 ton)

(H) 80mm (upto 10 ton)

Making connection of galvanised Mild steel

distribution branch with galvanised mild steel

main 50 mm to 80 mm nominal bore by

141 1.00 providing and fixing tee including cutting and Each

threading the pipes complete.

Providing and fixing to wall ceiling and floor

Kg.F/Cm2 working pressure poluthene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression

142 type fittings,wall clips etc.including making

good the wall ceiling and floor.

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene

pipes of the following out side Dia. Low

densidy, complete with special falnge

143 compression type fittings, wall clips etc.

including making good the wall ceiling and floor.

Providing and fixing cast iron (Spun) Nahni

trap of the following nominal diameter of self

cleaning design with C.I. screaed down or

higned grating including cost of cutting and

144 5.00 making good the walls and floor 100 mm inlet and Each

50 mm outlet.(C)100mm dia.

Providing and fixing water closet squatting

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

(Earth work, bed concrete, foot rest and trap to

145 5.00 be measured and paid for separately) (A) Each

Vitreous China. (I)Long pattern = White colour

Provdg. & fixing wall mounted White /

Color Vitreous China European water

closet with integral P trap of "Cera" - Clair

146 10.00 Series or equivalent incl. seat cover , Chair No.

Bracket etc. complete as per direction of engg. In

Providing and fixing wsh down water closet

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

trap including jointing the trap with soil pipe in

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

147 10.00 (Seal and cover to be measured and paid Each

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

in white colour

Providing and fixing Urinal of approved quality

including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern

148 10.00 white earthenware 550mm x 300mm. No.

Providing & Fixing Angle cock of " Ess Ess" -

Trend series or equivalent standard make

149 10.00 as approved by engg. in charge all complete. No.

Providing & Fixing pillar cock of " Ess Ess" -

Trend series or equivalent standard make

149 as approved by engg. in charge all complete.

Providing and fixing 100 mm size P or S

trap for water closet squatting pan including

jointing the trap with the pan and soil pipe in

150 5.00 cement Mortar1:1 (1-Cement : 1-Fine sand)(A) Each

Vitreous China.Pattern in white colour

Providing and fixing washbasin with single hole for

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

including sutting holes and making good the same

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

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

151 5.00 white colour. Each

Providing and fixing Kitchen sink with C.I. or

M.S. brackets, painted white including cutting

holes in walls and making good the same but

152 2.00 excluding fittings. © Vitreous China Sink. (i) 600 Each

mm x 450 mmx 150 mm size

Providing and fixing 600 mm x 450 mm bevelled

edge mirrror of superior glass mounted on

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

153 1.00 to wooden pluge with C.P. brass screws and Each

Providing and fixing chromium plated brass

halftrun flush cock of approved quality including

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

Provdg. & fixing White / Color Vitreous china

Counter wash basin with signle hole for pillar

tap of "Cera " - Concord series of 550 x425

mm size to be fiited in stone counter with

necessary brackets painted white incl. cutting

holes and making good the same .Cost

Includes P/F C.P. brass waste coupline,

155 1.00 mm dia fisher union ,15 mm dia. Pillar cock & No.

Angle cock of " Ess Ess"- Trend series ,32 mm

dia. Waste pipe etc. complete as per dir. of

engg. in charge.

Finishing wall with water proofing cement paint of

on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape

even shade after thoroughly brushing the surface

156 100.00 remove all dirt and remains of loose powered Smt

Extra over Item 156 for every subsequent coat of

water proofing cement paint of approved brand

156 and manufacture.

Providing & Fixing S.S.304 Grade Sink of

Nirali / Krishna or Equivalent Make for

157 2.00 Kitchen Platform of size : 24":x18" as per No.

Direction of engg. In charge

Providing and fixing Kitchen sink with C.I. or 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

157A 2.00 450mm Each

Providing and fixing C.P. brass towel rail

comlete with C.P.brass brackets fixed to

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

600mm x 20mm size.

Providing and fixing 600 mmx120 mm glass

shelf with C.P. brass bracket and guard rail

159 2.00 complete mixed to wooden plug with C.P.brass Each

Providing and fixing toilet paper holder. (A)

Providing and fixingof S.S. Railing pipe 50 mm x

1.00 16 G ASIS 304 Grade as per instruction of

engineer in charge.

Providing and fixing screw down bib taps of

following size. (B) Brass chromium plated screws

Providing and fixing screw down bib taps of

following size. © Gun metal screw down bib tap.

Providing and fixing pillar tap, capstan head,

screw down high pressure with screws, shanks

Providing and fixing Gun metal check or

non-return fullway wheel valve.

(III) 25 MM DIA

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

Providing and fixing chromium plated brass

half trun flush cock of approved quality including

fixing in pipe line etc. complete.

(iii) 32mm dia.

Providing and fixing Urinal or approved

quality including conecting the Urinal with

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

167 5.00 ware flat back or corner type size 430mm x Each

Providing and fixing Urinal of approved

quality including connection with trap and

with integral longitudinal flush pipe. (A) Squating

168 5.00 plate pattern white earthen ware 550mm x Each

Providing and fixing chromium plated, bottle

trap with necessary couplings of approved

quality for wash basin.

Providing and fixing ball cock ofapproved

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

Providing and fixing ball cock ofapproved

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

Filling with good Quality thor as and where

directed by the Architect / Engineer-in-

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

172 200.00 including watering, ramming well etc. complete, Cmt

as directed by the Architect / Engineer-in-charge

Providing laying and jointing in true line and level

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

173 10.00 concelled as directed including necessary Rmt

fittings etc. including testing of pipe and joints and

fixing the same with solvent, including cost of

all materials.adhesive

Providing laying and jointing in true line and level

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

174 10.00 directed including necessary fittings etc. Rmt

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing laying and jointing in true line and level

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

175 55.00 concelled as directed including necessary Rmt

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including

cost of all materials.

Providing laying and jointing in true line and level

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

176 100.00 concelled as directed including necessary Rmt

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including

cost of all materials.

Providing laying and jointing in true line and level

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

a 100.00 concelled as directed including necessary Rmt

fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including

cost of all materials.

Providing and fixing premoulded compressible 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%

177 5.00 minimum as per specification for 20 mm wide Smt

expansion joint including cutting to required size

and shape at all levels etc.complete as directed.

Fixing sun film for protection sunlight in black or

any colour as as directd by engineer In

Charge.(Market rate)

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

Approved Quality & Color / Pattern as per

Consultant's design also includes required

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

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

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

application for fixing the sheet . Rate also

179 10.00 includesnecessary bending, cutting, labor SqM

charges , Zinc Primer coat & Two coats of oil

painting of color as approved by consultants

& making good the wall. (N.S.)

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

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

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

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

sift day/night) (N.S.)

To provide tractor with hydraulic trolley, driver,

Nos. of Labor with all tools like bucket drum,

showels, trikam, pavadas, etc,, to

carryout different works during monsoon for

182 1.00 Hrs. Shift. Work shall be carried out as per No.

the instrucitons of Engineer In-Charge.No extra

charged shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind

curtain fixed on window level on wooden

batten and curtain lift with cotton thin rope,

make of aerolax or equivalent design and

colour as per instruction by engineer – in –

183 1.00 Charge with necessary hardware fitting, Smt

material and labour etc complete.

Providing & Fixing Door closer - complete of

Approved make to wooden / Aluminium Doors as

per direction of engg. In charge.

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

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

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

185 5.00 exposed protion of loops, all as per standard No.

design complete.

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

quarter round in cement mortar 1:1 including neat

186 5.00 cement finishing, watering etc. complete. Rmt

Making Water connection from exi.Muni. Water line

Applying and providing Expansion joint sealing

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

188 2.00 specification and as directed. Smt

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required

189 2.00 cable and switch board of approved brand and Set

make etc.comp.as directed.

.Providing TMT Bar FE 415 reinforcement for

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

190 in position complete up to floor two level (up to

ProvidingTMTBarFE500/500Dreinforcement for

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

in position complete upto floor two level placing in

position complete upto floor two level placing in

b 500.00 position complete upto floor two level(upto 10 ton) Kg.

Providing and fixing 30mm thick solid both side

prelam PVC door shutter (sintex door-equivalent)

with necessary alluminium fitting with EL-7 section

Providing & Fixing in position Alluminium window

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

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. 0.41 Kg/Rmt ) (d) Shutter

interlock vertical section 10 x 18 mm.( 0.41 Kg/

192 1.00 Rmt) (e) Shutter vertical of 40 x 18 mm. (0.41 Sq. M.

Kg/Rmt) including P/F installing 5 mm thick

approved color Acrylic sheet of standard quality

Providing and laying polished granite stone slab

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

10 mm thick cement mortar 1:3 (1 cement:3 coarse

193 20.00 sand) and jointed with gray cement slurry including Smt

rubbing & polishing etc.complete.

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per

design and finished with royal plastic paint as per

instruction of engineer incharge. (N.S.)

Providing and laying 15mm bamboza

wooden flooring as per architect's drawing

with all necessary details as directed by the

project consultants. Use underlay for better

195 5.00 result as per Detail specifications and directed Smt

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

Providing 20 mm thick double coat mala cement

plaster on interior brick / concrete work for

plastering comprising of base coat of 12 mm thick

cement plaster in cement mortar (1 Cement :

coarse sand) in rough finishing and 8 mm thick top

196 10.00 coat of cement mortar 1:2 (1 Cement : 2 Coarse Sq.M.

sand) finished with trovel including scaffolding

curing etc. complete.

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to

give an required shape evenshade after thoroughly

brushing the surface to remove all dirt, and

197 10.00 remains of loose powdered materials.etc complete Sq.M.

High Back Chairs for vip Lounge

:Supplying and installation of “Revolving

High Back” chairs. The chairs must be

robust, ergonomically designed and

comfortable. Seat & Back Assembly -

1.2 cm thick hot pressed plywood and

upholstered with Fabric and Molded

Polyurethane Foam with PVC lining all

around. Back foam is designed with

contoured lumber support for extra comfort.

Chairs Dimension - Width 55 cm, Depth 60 cm

Height 103 – 115.5 cm, Seat Height(SH) 44 –

56.5 cm. The Polyurethane foam should be

molded with density 45+/-2 kg/m3 &

Hardness = 16+/-2 kg/m3onHampden

machine at 25% compression. Arm Rest -

One-piece Black integral skin polyurethane

with 50-70 shore. `D’ Type Handle and reinforced

with MS insert. Centre Pivot

Mechanism - 360o revolving type 17o maximum

tilt on pivot at centre Tilt tension adjustment.

Upright locking. Telescopic Bellow

Assembly - The bellow should be 3 piece

telescopic type and injection molded in black

Polypropylene. Hydraulic Height Adjustment - The

Hydraulic height adjustment should be provided

with adjustment stroke of at least 10cms.

Pedestal Assembly - The pedestal should be

injection molded in Black powder coated MS

on and fitted with 5 nos. twin wheel castors.

Twin wheel castors - The twin wheel castors

should be injection molded in Black Nylon

The complete item as per architect /engineer

Providing and supplying Medium Back Chair

for Control room MODEL LIKE HOF OCT

172 Revolving synchro tilting

mechanism based chair with gas lift for

adjustable height and medium curved back

with seat and back PU molded cushion with MS

pipe frame structure and white foam layer for

seat and molded PU foam. White foam layer for

back covered with 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

199 3.00 have wide polyurethane arm rest of approved Each

shape. Complete chair should be in suitable

shape. Rates to be inclusive of all taxes

and free delivery at site. The complete item as

per architect /engineer in charge

Providing and fixing storage, entire unit to be

made from 19 mm th. and 12mm Ply with

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

made from 19mm Ply with both side laminate.

Rate shall include necessary approved

mortise locking systems, S S Handle pair 2" to

4" height and necessary hardware. Over all

200 2.00 storage to be completed with necessary hard Smt

ware and accessories completed as per

drawing and design as given by Architect.

Existing storage repairing and veneer on top

Providing and fixing of Louvers On Existing d.c

panel Providing and fixing 35mmthk. Louvers

shutter made up from Ghanateak frame with

135x75mm and shutter frame as per detail and

fixing aluminum louvers which is

specified readymade powder coated

aluminum grill panel louvers .and applying

melamine spray polish all exposed wood work.

201 2.00 Overall door to be completed with necessary Smt

hardware and accessories completed as

per drawing and design as given by Engineer

In charge/Architect.

Providing and fixing flush door shutters, solid

core construction with frame of first class

hardwood with cross board and face veneer or

plywood face panels, with both side 1 mm

laminate finishing including anodized aluminum

butt hinges with necessary screws.

Decorative type and pine wood core

anodized minimum 3 no 150 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

mm long brass door handle . Decorative both

side laminated Flush door 35 mm thick. with

202A 2.00 frame of 10 cm x 7 cmt Indian teak wood Smt

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

Providing and fixing 35mm thick factory made

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

B 2.00 plain and/or prelim PVC sheet on other side using Smt

rubber adhesive on flush door and solvent cement

adhesive on the PVC liping etc. complete as per

direction of Engineer in charge, manufacture’s

specification and drawing.

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

& instructionof engineer in charge same as lal

darwaja garden pattern consisting of 3'dia. M.S

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

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

2"x2"x10 gauge 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

203 150.00 pipe with MS flat as instruction given.The M.S pipe Rmt

and the M.S angle frame are to be painted one

coat of primer and two coats of paint as directed in

line and level. (N.S)

Providing & Fixing masonary wall with porbandar

lachiya stone with well dressed grooveas per

directed by engg.in charge for foundation, plinth or

super structure level (above plinth level upto floor

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

sand) incl.pointing the joint with white cement and

204 yellow oxide powder in proportion to match stone

colour the joints should be thread grooved as per

exi. lake stone pitching apperance

(A) stone masonary wall/stone dressed single

faced (size 15"x8"x9")

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

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

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

(E) stone column top (size 20"x20"x9")

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

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

grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timbaor equivalent

quality for pre-cast blocks,

reasonablyexposed finish/ formwork

mould with well equippedwith vibratory

system for kerb stones of approved design

including curing, etc. complete, including

thecost of formwork etc. complete. The rate

shall also include necessary cutting of

asphalt, fixing the Kerbstones in line and level

on 5 cm thick sand bedding

withnecessary equipments and materials. The

rate shall also include the flush pointing in CM

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

205 50.00 alone the sides of the kerbstone fixed with Rmt

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 Bedding

Providing and fixing pre-cast concrete kerb stone

of gray cement based concrete block 30cm

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

concret as per approved design and including

b 10.00 excavation for fixing in proper line and level,filling Rmt

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

Providing and Laying of Rubber Moulded Paver

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

any size shape (Usually Uni-Paver Blocks) using

black trap good quality aggragate of 20 mm

nominal size for footpath,parking areas, service

lanes and other areas as mentioned in the drawing

/ instruction of engineer in charge. Cost includes

formworks using rubber mould, Rate providing and

laying paver blocks as per required grading and

specification. The paver block shall be

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.

206 50.00 The finished surface of the paver block shall have Smt

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

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood

with cross board and face veneer or ply wood face

panels, including anodised alluminium butt hinges

with necessary screws. (B) Non- decorative type

and block board core anodised alluminium butt

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

207 10.00 Labour work for fixing any kind of paving with Smt

cement pointing in CM 1:2, including watering,

ramming etc comp. as dir.For pavement

I) Laying on Sand bedding as per requirement to

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

Box type metal letters forming composite box made

from 1mm thick stainless steel plate of grade

having brush finish of following font size to be fixed

at Main Gate in english and or Gujrati and

209 including fixing charges approved before fixing by

clent / consultant.

Providing and fixing false ceiling at all height

including providing and fixing of frame work made

of special sections, power pressed from M.S.

sheets and galvanized with zinc coating of

gms/sqm (both side inclusive) as per IS : 277 and

consisting of angle cleats of size 25 mm wide x

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

1200 mm centre to centre, one flange fixed to the

ceiling with dash fastener 12.5 mm dia x 50mm

long with 6mm dia bolts, other flange of cleat fixed

to the angle hangers of 25x10x0.50 mm of required

length with nuts & bolts of required size and other

end of angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the spacing of

1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with

tapered flanges of 26 mm each having lips of

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

210 10.00 230 mm long G.I. wire at every junction, including Smt

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 3 layers covering upto

mm on both sides of joint and two coats of primer

suitable for board, all as per manufacturer’s

specification and also including the cost of making

openings for light fittings, grills, diffusers, cutouts

made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification

and direction of the Engineer in Charge but

excluding the cost of painting.

Providing and fixing wall acoustical paneling using

ecotone Slato/ Anutone slato or equivalent

Acoustic Panel make Slats L-16 of size

128mmx2430mmx16mm thick up to 2400mm high

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

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

wood base Medium Density Fiber acoustic boards

with Tongue & Groove Edge,2mm slot perforation

@ 16mm centre, slates perforations, The acoustic

should be furnished with a Black absorbent felt

backing with an airflow resistance of 330-

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

211 1.00 edges of Sound Strut CS55 fixed directly by Sq.mt.

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 /

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

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

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

Lining Top flat ANTI SKID PATTERN FOR GRIP

COLOUR :- YELLOW & BLACK BODY

MATERIAL :- MODIFIED THERMOPLASTICS

(Polymer Rubberized ) • ECO FRIENDLY

RECYCLE RUBBER Packing :- 4 pcs/ woven Bag

212 1.00 Load Capacity :- 20 MT Fitting ( Fixing on TRAKE) Rmt.

:-4 holes & END CAPE :- 2 HOLE HEX Bolts with

Washer Epoxy for Bolt Fitting etc. complete as

directed by EIC .

Providing & Fixing in position 24 MM exposed grid

suspension system with “P “ Grid profile false

ceiling system using 600 MM X 600 MM

ecotone/anutone or equivalent make Glass Fiber

Ceiling Tiles having tegular edges & 0.90 NRC

value and approved surface design (with NRC of

0.90) and edge profile Tegular placed in a

suspended grid of size 600 MM X 600 MM made

from hot dipped GI Steel sections, rotary stitched,

main tee of size 24 X 42 X 3000 MM X 0.40 MM

thickness suspended at every 600 MM c/c along

length of ceiling with 4 MM dia, Pre-straightened

G.I.Wire with necessary level adjusters &

intermediate cross tees of size 24 X 38 X 600 MM

X 0.40 MM thickness shall be inserted in to slots

213 1.00 between the main tees at 600 MM centers in Sq.mt.

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

MM thickness including providing necessary

openings for light fixtures, diffusers etc.

Providing and fixing of Roller blind curtain/blackout.

The fabric shall be woven from formulated platisol

extruded over a polyaster yarn.The fabric shouldl

be weaved to provide subtle view of the side of the

blind and should offer elimination of glare and

214 1.00 sunlight radiance upto a minimum of 80%.The Smt

fabric shall be flame retardant.

Providing and applying Texture Paint (Rustic

Finish) on external plastered surfaces, pattern as

per sample approved by the Architect. including

preparing surface, using roller to get approved

texturised surface. Job to include making required

surface preparation, to receive Texture paint finish

etc. All complete as per detail drawing, as specified

215 1.00 and as directed by Architect / Consultant / Project - Sq.m

In - Charge. The rates shall be inclusive of

Scaffolding, all material, labour etc. complete. as

directed by EIC.

Providing and fixing PVC/Gpsysum plain colour

false ceiling with grid type with aluminium

frame from gypsteel, fastners ,props, Finishing as

per architectural drawing allowing

openings for A.C. Diffusers, Light/Electrical

216 1.00 Points etc –complete, Prior to fixing on Smt

frame.(Brand : Anutone or equivalent )

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

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

masonry chamber & water tight G.T.Stone

including fixing of covervSquare mouth trap

mm x100 mm size P-Trap

Providing cement vata (10cmx10cmsize) quarter

roundin cement mortar 1:1 including neat cement

finishing, waterin getc. complete.

Providing and laying (to level or slopes) and

jointing with stiff mixture of Cement Mortar in

proportion 1:1 Salt glazed stoneware pipes

including testing of pipes and joints complete.(A)

Providing and laying (to level or slopes) and

jointing with stiff mixture of Cement Mortar in

proportion 1:1 Salt glazed stoneware pipes

220 10.00 including testing of pipes and joints complete.(B) Rmt.

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

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

duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.

) (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

221 5.00 15mm thick with cement mortar 1:3 finished Each

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.

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

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

duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.

) (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

222 5.00 smooth with a floating coat of neat cement on walls Each

and bed concrete etc. complete.(i)Inside

dimensions 500mm x 700 mm and 450mm deep

with one or two inlets.

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

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

duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.

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

coarse sand :4-graded stone aggregate 20mm

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

222A 5.00 concrete etc. complete.(iii) Inside dimensions Each

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

with three or more inlets.

Providing, supplying and fixing precast C.C. blocks

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

mm depth and as per design conveying it to the

223 1.00 site, jointing into C:M 1:3 and racking out the joints Rmt.

incl. necessary excavation of asphalt, soil

etc..completed.

Constructing a cooking Sandwich platform 60 cm.

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

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

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

224a 3.00 slab with plastering on exposed faces of wall in Rmt.

C.M. (1:4) etc complete.

Constructing a cooking platform 60 cm. width 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.

224b 1.00 (1:2:4)slab with plastering on exposed faces of wall Rmt

in C.M. (1:4) etc complete.

Providing and fixing hard drawn steel wire fabric

75mm x 25mm mesh or weight not less than

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

20mm beading of teak wood.

Providing & fixing 15 cm wide chicken mesh jali

with nails & then application of 15 mm plaster on

226 1.00 R.C.C.& masonary joints as per dir.of engg.in Rmt.

Providing and laying cement concrete flooring

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

aggregate 20mm nominal size) laid in one layer

227 50.00 and finished with a floating coat of neat cement. Smt.

(A) 50mm thick.

Providing and constructing, Underground (U/G)

water tank of specified capacity, on specified

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

grade with bottom slab, top slab and RCC walls,

including cost of form work and reinforcement,with

inside and outside plaster in CM 1 :3 and water

proofing treatment as per IWP

specification,including injection, grouting, etc.

228 10.00 complete. The rate includes for providing and fixing Litre

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. complete.

Providing & Fixing of Armstrong Mineral Fibre

Acoustical Suspended Ceiling System with Dune

(Bevelled Tegular) Edge Tiles With Armstrong

15mm Exposed GRID. The tiles should have

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

Reflectance ≥85%, Thermal Conductivity k =

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

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

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

application, with Recycled content of 32%. The tile

shall be laid on Armstrong Silhouette profile grid

system with 15mm white flanges incorporating a

6mm central reveal in white/black colour and with a

web height of 45mm and a load carrying capacity

of minimum 15.68 Kgs/M2 & minimum pull out

strength of 100 Kgs.. Silhouette, Main Runners &

Cross Tees to have mitred ends & “birdsmouth”

229 1.00 notches to provide mitred cruciform junctions. The Smt

T Sections have a Galvanizing of 90 grams per M2

and need to be installed with Suspension system

of Armstrong make. Warranty Certificate and Test

Reports for NRC, CAC and Fire rating shall be

provided by Vendor.

Mineral Fibre Acoustic Modular Ceiling Tile should

be GREENPRO certified and qualifies as GREEN

PRODUCT certified by CII Green Products and

Services Council.INSTALLATION: To comprise

main runner spaced at 1200mm centres securely

fixed to the structural soffit using Armstrong

suspension system (specifications below) at

1200mm maximum centre. The First/Last

Armstrong suspension system at the end of each

main runner should not be greater than 450mm

from the adjacent wall. Flush fitting 1200mm long

cross tees to be interlocked between main runners

at 600mm centre to form 1200 x 600 mm module.

Cut cross tees longer than 600mm require

independent support. 600 x 600mm module to be

formed by fitting 600mm long flush fitting cross

tees centrally between the 1200 mm cross

tees.Perimeter trim to be Armstrong wall angles of

size 3000x19x19mm, secured to walls at 450 mm

maximum centres. Installation should be carried

out as per Armstrong recommended

procedure.ARMSTRONG SUSPENSION SYSTEM

accessories manufactured and supplied by

Armstrong World Industries consisting of M6

Anchor Fasteners with Vertical Hangers made of

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

a Galvanised Thickness of 80gsm, A pre

Straightened Hanger wire of dia – 2.5 mm of 1.8 m

length., thickness of 80gsm and a tensile strength

of 344-413 MPa, along with Adjustable hook clips

of 0.8mm thick, galvanised spring steel for

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.

Providing and fixing PVC Printed pain colour false

ceiling with grid type with alluminium frame

consisting of 600mm x 600mm 3mm thick plain

PVC sheet used as panel insert in a frame work

made using anodized alluminium T section of size

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

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

The alluminium frame work is supported from the

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

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

230 1.00 proper level etc. The aluminium frame work is Smt

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 drawing.

Providing and supplying of labour for necessary

manual excavation, cleaning, Shifting of Material

Or any other, or for any other work as directed by

231 30.00 Engineer In charge. The Rate includes Handcart No

Fitter/Plumber/Mason

WELDER/ Gas cutter at Day /night

Supplting of welding machine / gas cutter including

cost of welding rods/gas, Transportation, including

carting from site to work place.

Mazdoor at Day Male/Female

Conveyance charges of (A) limemurrumbuilding

rubbish earth manure or

sludge & execavated rock andrubbish

232 10.00 [Limemurrum building rubbish Cmt

Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using

operator, fuel, power supply etc.complete as

directed. (no payment should be allowed for non

working condition of machinery and for pipe line

233 5.00 excavation and M.H. work. Allowed only for break Shift

down work) (Based on Previously approved rate by

CatchPit Jali Fixing P/F FRC catch pit jali with

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

234 5.00 As directed by engineer in charge. (Based on No.

Central Store Rate)

Providing and fixing concealed center point to wall

ceiling & floor CPVC (SDR 13.5) PIPE having

National Sanitation Foundation (NSF) seal for

potable water of following dia. nominal bore tube

235 fittings and clamps including making good the wall,

ceiling and floor etc. complete.

Providing and fixing cast iron steps of size 500mm

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

236 8.00 Anti-corrosive paint etc. complete. Each

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

without frame for Gulley trap (Standard pattern) te

237 10.00 weight of cover to be not less 4.53 Kg.)

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene

pipes of the following out side Dia. Low

densidy, complete with special falnge

238 compression type fittings, wall clips etc.

including making good the wall ceiling and floor.

Providing and fixing sheet glass, selected quality

(Type-C) bedded in putty and fixed with

wooden beading including the cost of wooden

239 2.00 beadings of first class teakwood and necessary Smt

cutting of glass. (2) 6 mm thick.

Providing and fixing rough cast wired glass, 6mm

thick bedded in putty and fixed with

wooden beading including the cost of wooden

beadings of Indian teak wood and necessary

240 2.00 cutting of glass. (C) Wired - figured glass Smt

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second

and fourth course of blown / bitumen or/ and

residual bitumen applied hot at 1.2 kg.per Sq.M.of

area for each course and first course with fibre

base bitunen saturated under lay type land third

with fibre base self finished felt type 2 grade 1 and

241 5.00 fifth and final course of stone grit 6mm and down Smt

size or pea sizes gravel spread at 0.008 Cu. Metre

including preparation of surface excluding grading

Providing and fixing three courses water profing

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

242 5.00 thickness, including preparation of surface , The Smt

Said work should be provided for a perfomance

bond of 5 Years for warranty purpose.

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

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

aggregate 20mm nominal size) foundation

concrete1:3:6 mix (1-cement : 3- coarse sand :6-

Brick bats 40 + 50mm size) inside plastering 15mm

thick with Cement Mortar 1:3 (1-Cement : 3-coarse

sand) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix

(1- Cement :2-Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete

including curing and festing (i) Inside size 900mm x

and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to

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

243 1.00 Wt. of frame 64 Kg.)(A) With 230mm thick walls of Each

brick msonry using brick having crushing strength

not less than 35Kg. / Sq.cm. in Cement Mortar 1:5

(1- Cement: 5-Coarse sand) (1) A type depth

Metre for 150mm diameter sewer.

Providing and fixing of wall paper at Wall/Ceiling/

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

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

244 1.00 includes of necessary material, with fixing and Sq.Ft

transporation with necessary solution.

Providing and fixing of Shower of jaquar make for

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

Primary Batch )

Providing and fixing of Metro Pole of 40 mm dia of

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

Providing and fixing of chair bracket for Support of

247 1.00 W.C. of Primary batch Series-7324 of Jaquar make

Providing and fixing of upper part of W/C of jaquar

Providing and fixing of 2 in 1 Bib cock of jaquar

249 1.00 Series of KUP-35041 (8481) as per Instructions of

engineer in charge.

Providing and fixing of Pillar cock of jaquar make

series EXTND 190 MM as per instructions of

engineer in charge.

Providing and fixing of Angle cock of jaquar make

series of KUP-35053 PM

Providing and fixing of shower of size 8x8m

including shower arm, flange, floor trape, including

252 1.00 all material with fixing as per Instructions of No's

engineer in charge.

Supplying and fixing of Roller blind curtain In

Patterned Fabric of Different Textures corded in

roller blinds with stiching fittings and of stichles

pattern. The Price Rate Includes necessary Making

253 1.00 with fixing of roller blind with roller mechanism as Smt

instruction and selection of design as per engineer

Supplying and fixing of Sheer Curtains of Different

Size, In Patterned Fabric of White Colour Textures

stiching fittings and of stichless pattern. The Price

Rate Includes necessary Making with fixing of

254 1.00 Sheer Curtain with top channels of fixing as Smt

instruction of engineer in charge.

Supplying and providing of Green Curtain for

prevention of Sunlight. The Price Rate Includes

blackout curtains with dense or fabirc or foam

interlining material. The Price Rate also Includes

255 1.00 necessary fixing with roller tie ropes at site at any Smt

height as per instruction of engineer in charge.

Supply & fixing factory finished cold formed Light

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

257 2.00 applying primer coat of approved steel primer etc. Kg.

complete as per structural designs & directions of

Engineer-in-charge.

Providing valleys 900mm overall in plain 1.6mm

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

and nuts glavanised iron J or L Hooks Bolts and

258 2.00 nuts 8mm dia G.I. Limpet and bitumen washers Smt

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes

I.S. class NP2 of the following internal diameter

259 1.00 with collars and butt ends prepared for collar joints Rmt

including testing of joints complete.(D) 300mm

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

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

aggregate 20mm nominal size) foundation

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

Brick bats 40 + 50mm size) inside plastering 15mm

thick with Cement Mortar 1:3 (1-Cement : 3-coarse

sand) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix

(1- Cement :2-Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete

including curing and festing (i) Inside size 900mm x

1200mm and 1.5M. deep including C.I. cover with

frame size 560mm diameter total weight of cover

and frame to be not less than 128 kgs. (Wt. of

260 1.00 cover 64 Kg. and Wt. of frame 64 Kg.)(A) With Each

230mm thick walls of brick msonry using brick

having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse

sand) (2) B type depth 1.50 Metre for 150mm

diameter sewer.

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes

I.S. class NP2 of the following internal diameter

261 1.00 collars and butt ends prepared for collar joints Rmt

including testing of joints complete.(D) 300mm

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying

in uniform layers in sub‐ base / base

262 20.00 course on well prepared surface and Cmt

compacting with vibratory roller to achieve the

desired density as per Codal Provision.

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 as bellow.

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

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

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

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

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

(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.

- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published

by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Period

1 Construction of underground RCC tanks,Rs. 54,99,836.13 Rs.54,998.00 12 Months

water proofing and leveling of terrace

areas and other maintenance as per

requirement in Sardar Patel Swimming

Pool, Vadaj Swimming Pool and other

municipal buildings in S.P.Stadium Ward,

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

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

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

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

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

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

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

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

specified in Clause 2 of Financial Condition.

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

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

Ahmedabad-380013.

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

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

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

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

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

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

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

responsibility for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

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

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

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

appointed time and location on the next working day.

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

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

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

may consider appropriate.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

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

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

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

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

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

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

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

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

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

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

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

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

prescribed by the Contract.

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

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

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

8. Clarification of Bids

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

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

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

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

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

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

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

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

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

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

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

decisions may result in the rejection of his bid.

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

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

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

bidder’s own expense.

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

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