Work of installing paver blocks, cobble and maintenance as per requirement in open premises of Keshavnagar Drainage Pumping Station, WDS Station, Stadium Subzonal Office and other municipal buildings in S.P.Stadium Ward, West Zone

1. Name of Work : Work of installing paver blocks, cobble and maintenance as per

requirement in open premises of Keshavnagar Drainage Pumping

Station, WDS Station, Stadium Subzonal Office 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. 49,993.00 (D.D. / Pay

3. Earnest Money

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

4 Tender Fee Rs : Demand Draft of Rs.1500.00

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

8. (i) Last Date of Submission of :

the Tender 30.04.2026 upto 18:00 PM

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

or by Courier.or hand delivery

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

(iii) Description essential to :

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

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

(iv) Mode of quoting rates in :

The Price bid shall be submitted online only. It

Schedule of Quantities and shall not be submitted Physically.

9. Date of Opening : 01.05.2026, 15:00 PM

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

Opening of Tender hours: On Dt.01.05.2026 &12:00 pm West Zone, 2nd Floor, A.M.

Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

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

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

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

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

Lakhs) but not more then 10% of bill

Defect Liability : As per ‘B-1 Form Close

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

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

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

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

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

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

Time permitted to start parts

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

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

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

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

times failures by contractor shall make contractor responsible to be

black listed unless and otherwise justified properly in writing /

binding within 15 days of last notice of penalty.

 The staff of the contractor shall wear safety jackets,

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

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

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

works without proper precautions/safety measures as

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

The contractor shall be responsible to make good and remedy at

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

before the period mentioned hereunder from the certified date of

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

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

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

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

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

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:- Work of installing paver blocks, cobble and maintenance as per requirement in open premises of

Keshavnagar Drainage Pumping Station, WDS Station, Stadium Subzonal Office and other

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

Qty Description of Item Rate in Rs. Per

Excavation for foundation up to1.5 m depth

including sorting out and stacking of useful

materials and disposing of theexcavated stuff 115.92

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 5.00 materials and disposing off Cmt

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

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 270.83

50 Meter lead.(C) Hard Murrum

Filling available excavated earth (excluding

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

2 5.00 in layers not exceeding 20 cm. in depth Cmt

consolidation each deposited layer by ramming and

Filling in plinth with sand underfloors

3 5.00 including watering ramming, consolidating and Cmt

dressing etc. complete.

Filling in foundation and plinth with murrum or

selected soil in layers of 20 cm. thickness

including watering, ramming and 286.20

consolidating etc.

Providing and laying cement concrete1:5:10

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

broken stone aggregates 40mm nominal size)

and curing complete excluding cost of 2,492.51

formworkin (A) Foundation and Plinth (upto

Providing and laying cement concrete1:4:8

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

6 20.00 stone aggregates 40mm nominal size) and Cmt

curing complete excluding cost of formworkin

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

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

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

7 20.00 aggregates 40 mmnominal size) and curing Cmt

complete excluding cost of formwork in (A)

Foundation and Plinth..

Providing and laying cement concrete 1:3:6

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

8 15.00 stone aggregates 20mm nominal size) and Cmt

curing complete including cost of formwork in

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

Providing and laying cement concrete work

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

9 aggregates 20mm nominal size) curing

complete excluding cost of formwork and

Foundations, footings, base or columns and

mass concrete 3,923.53

Slabs, landing, shelves, balconies, lintels,

b 10.00 beams, girders and cantilivers upto floor two Cmt

Independent piers, columns, and pillars, upto floor

two level 4,012.47

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

cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) for

reinforced concrete chhajjas not exceeding

cm. thickness upto floors two level including

finishing the exposed surfaces with cement 6,487.07

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

and even surface centering and form work

and curing complete excluding cost of

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

11 10.00 formwork and reinforcement for reinforced concrete Cum

work in (A) Foundations, footings,Base of

columns and Mass concrete

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

11A 10.00 including pumping of R.M.C. from transit mixer Cmt

to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures

inrecommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve

work ability without impairing strength and

durability as per direction of theEngineer-in-

charge. Without Fly Ash (Min cement level as per

latest IS456 shall be maintained)

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 4,793.10

mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work

including pumping of R.M.C. from transit mixer

to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve

work ability without impairing strength and

durability as per direction of theEngineer-in-

charge. Without Fly Ash (Min cement level as per

latest IS456 shall be maintained)

Providing and laying controlled cement concrete

M.200for curing complete excluding cost of

12a 5.00 formwork and reinforcement for reinforced concrete Cum

work in (A) Foundations, footings,Base of

columns and Mass concrete

Walls, from top of foundation level upto floor two

Slabs,landing,shelves,Balconies Lintels, Beams,

Girders and Cantilever upto floor two level. 4,460.36

Columns, Pillars posts and struts upto floor two

level. 4,558.20

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 4,853.56

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve

work ability without impairing strength and

durability as per direction of theEngineer-in-

charge. Without Fly Ash (Min cement level as per

latest IS456 shall be maintained) (Cement

Providing and laying 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

concrete. 4,238.04

Walls, from top of foundation

level upto floor two leve 4,519.88

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

Girders and Cantilever upto floor two level. 4,496.07

Columns, Pillars posts and

struts, upto floor two level. 4,593.91

Providing and laying in position Ready Mixed M-300

grade concrete for reinforced cement conctere work

, using cement content as per approved Design Mix 5,043.66

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade

for reinforced cement concrete work including

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

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability without impairing

strength and durability as per direction of the

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

level as per latest IS

shall be maintained)

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 5,140.94

finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:

9103 to accelerate/ retard setting of

concrete, improve workability without impairing

strength and durability as per direction of the

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

level as per latest IS

shall be maintained)

Providing and Laying ordinary cement

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

graded stone aggregates 20 mm nominal size)

and finishing smooth with curing etc. complete

including the cost of form work but excluding the 8,341.79

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

Slabs having more than 13 cm and upto

Providing and Laying ordinary cement

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

graded stone aggregates 20 mm nominal size)

and finishing smooth with curing etc. complete

including the cost of form work but excluding the 7,380.23

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

Slabs having more than 8 cm and upto

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 8,634.45

including the cost of formwork but excluding the

cost of reinforcement.

Brick work using common burnt clay

building bricks having crushing strength

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

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

(A) Conventional (upto 10 ton)

Extra Rate for brickwork in Above Item for

17 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) Per

c 1.00 Modular Floor Per

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

d 1.00 Conventional 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 593.90

and Plinth conventional brickwork (up to

10 ton) (B) Conventional

Extra for half brick masonry in super

19 10.00 structure above plinth level upto floor two Smt

level (B) conventional

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit

of approved make & size of 92 mm thick,

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

3000 mm/ 3300 mm in legth made from of

controlled cement concrete M20 having cube 747.00

compressive strength not less than 20 MP a

jointing with high strength & tensile adhesion

non-shrink cementitious joint compound

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

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit

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

wide and 2400 mm/ 2600 mm/ 2850 mm/

mm/ 3300 mm in legth made from of controlled

cement concrete M20 having cube compressive 842.00

strength not less than 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 777.00

cube compressive strength not less than 35 MP a

jointing with high strength & tensile adhesion

non-shrink cementitious joint compound/

P.U.Foam. (Plaster not required)

23 1.00 Providing and laying Precast Regular Sqm

concrete hollow core wall with hollow core 875.00

concrete unit of approved make & size of 120 mm

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

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

controlled cement concrete M35 having cube

compressive strength not less than 35 MP a

jointing with high strength & tensile adhesion

non-shrink cementitious joint compound

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

Providing form work in ordinary timber

planking so as to give a rough finish including

centering, shuttering, strutting and propping etc.

24 height of propping and centering below

supporting floor to celling not exceeding 4 M

& removal of the same for in situ reinforced or

plain concrete work upto floor four level

Foundation, footings, bases of columns etc.

and mass concrete. 171.68

(B) Flat surfaces such as soffits of supspened floors

b 2.00 slabs Landings and the like. (1) Floors etc. upto 200 Smt

mm in thickness.

(B) Flat surfaces such as soffits of suspended floor

c 2.00 roof slabs Landings and the like. (2) Floors etc. Smt

above 200mm in thickness.

Vertical surface such as walls (any thickness)

d 2.00 partitions and the like including attached buttresses Smt

& string course & the like.

(ii) Sides And Soffits Of Beam, Haunchings

e 2.00 Cantilevers, Girders, Bressumers And Lintels Smt

Not Exceeding 1 M In Depth.

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

Rectangular Polygonal in plan. 297.68

(2) Circular or curved in plan.

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

h 2.00 Haunchings canti-levers Girders Bressumers and Smt

Lintels exceeding 1M.in Depth.

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

including anodised alluminium butt hinges with

necessary screws.

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

(B) Indian Teak Wood (ii) Fully Panelled

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

partly glazed. 5,133.69

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows including

black enamelled M.S.butt hinges with necessary

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

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

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

partly glazed. (upto 10 ton) 4,940.25

Providing and fixing 35 mm thick panelled,

glazed or panelled and glazed shutters for Doors

27 windows and clear story windows including

anodised alluminium But hinges with necessary

screws and indian teak wood shutters with.

(A) 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 3,006.75

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

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian teak 2,594.74

wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for

cupboards etc. including anodised alluminium butt

hinges with necessary screws. (A) Indian teak 2,814.42

wood. (ii) Partly panelled and partly glazed.

Providing and fixing plain asbestos cement sheet

6 mm thick in partitions including fixing to

29 5.00 fames with screws etc, complete with 50 mm x Smt

12 mm Deodar wood beading (Frames to

be paid separately) (upto 10 ton)

Providing and fixing in partitions 4 mm thick

medium hard board of approved quality including

30 5.00 fixing to fames with screws etc complete with 50 Smt

mm x 12 mm teak wood beading (Frames to

be paid separately) (upto 10 ton)

25 mm thick wooden shelves supported on

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

31 10.00 at suitable distances but not exceeding Smt

75 cm. apart with Mango wood or equivalent

quality. (upto 10 ton)

40 mm thick wooden shelves supported on

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

32 4.00 suitable distances not exceeding 75cm. Apart Smt

with Mango wood or equivalent quality.

Providing and fixing M.S. round or square bars

with M.S. flats at required spacing in wooden

frames of windows and clerestory 68.53

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

alround, square or round bars with round headed 100.17

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

Providing and fixing M.S. grills of required

a 2.00 pattern to wooden frames of windows etc. with kg

M.S. flats at required spacings and frame

alround, square or round bars with round headed

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

Providing and fixing glazed louvered

glass windows and ventilators with teak

35 2.00 wood frame 10 cm. x 7 cm. size including 3 Smt

coats of oil painting to wood work etc.complete.

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 4,332.47

etc.complete.with wooden louvers plank 12mm

thick (upto 10 ton)

Providing and fixing 35 mm thick shutters for

Doors, windows and clere story windows

including Indian teak wood frames 10 cm x 7 cm.

37 5.00 size including anodized alluminium fixtures Smt

and fastenings including primer coat of 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.

38 4.00 size including black enamelled iron oxidixed Smt

fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc,

complete.(ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm.

a 2.00 size including anodized alluminium fixtures Smt

and fastenings including primer coat of approved

quality and two coats of oil painting

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

Providing and fixing 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 makde

and manufactures. M.S frame covered with 5mm

thick heat moulded prelim PVC ‘C’ channel of siz

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

be flat and 20mm shall be tapered in 45 degree

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

39 5.00 95mm wide pream PVC sheet out of which 75mm Smt

shall be flat and 20mm shall be tapered in

degree on the inner side ot form top and bottom rail

and 115mm wide prelim PVc sheet out of which

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

shall be flat and 20mm shall be tapered on both

side to form lock rail, Top, bottom

and lock rails shall be provided either side of the

panel. 10mm (5mm x 2) thick 20mm wide cross

PVC sheet shall be provided as gap insert for top

rail and bottom rails. Panelling of 5mm thck both

side prelim PVC sheet to be fitted in the M.S. frame

welded,sealed to the stiles and rails with 7mm

(5mm + 2 mm) thick x 15mm wide PVC sheet

beading on inner side, and joined togeth with

solvent cement adhesive. An additional 5mm thick

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

interior side of the ‘C” chanel using PVC solvent

adhesive etc. complete as per direction of

Engineering in charge, manufacture’s specification

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 5,391.23

bolts, units, locking arrangements, stoppers,

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

41 2.00 mm dia. pulley, 40x40x6 mm angle and Sqm

T-iron huide rail at top and bottom

respactively with handles, stoppers and locking

agangement etc, including applying a priming

coat of red lead paint. (upto 10 ton)

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 3,468.72

for inside and out side locking with

push-pull operation including the cost of hood

cover and spring etc. complete. (A)

Shutters having width below 3.5 M.

Providing and fixing rolling shutters of approved

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

locked together through their entire length and

jointed together at theends by end locks mounted

on specially designed pipe shaft with bracket

plates, guide channels and arragements 4,450.51

for inside and out side locking with

push-pull operation including the cost of hood

cover and spring etc. complete. (A)

Shutters having 3.5 M. & Above

Providing 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 2,119.14

sliding shutters of horizontal member size 40mm x

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

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

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

colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details

etc complete for window.

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

x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x 1.30 mm

@ wt.of 0.659 Kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm

@ wt.of 0.456Kg/mt, vertical member of size 40mm 1,696.73

0.457 Kg/mt with 5 mm thick transparent bronze

colour tinted float glass with powder coated

aluminum fittings

and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for

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 1,288.93

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

5 mmthick approved color Acrylic sheet of

standard quality etc. comp.

Providing and fixing standared extruded of

alluminium section of size 63 mmx38.10

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

Kg/mt) with colour anodized alluminium 1,163.92

frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

Providing and fixing standared extruded of

alluminium section of size 63.50 x 38.10 x

mm,@ Wt 1.094Kg / Rmt with colour Powder

Coated alluminium frame with 5 mm thick 1,509.90

transparent bronze colour tinted float glass as

details etc complete for Fix Partition

Providing and laying 40 mm thick marble chips

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

granolithic finish with under layer 30 mm thick

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

4-graded stone aggregate 10 mm and

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

black or white and blak marble cihps of required

sizes from 1 mm to 4 mm nominal size laid in 749.70

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

Marble powder by weight) in proportion

of 4:7 (4- Cement: 7-marble chips by

volume) (C) Medium Shade pigment with

approx 50% white cement and 50% ordinary

cement (In top layer only) (upto 10 ton)

Providing and laying marble chips skirting

(Terrazo) or dedo rubbed, and polished to

49 2.00 Granolithic finish to player 6 mm white, black or Sqm

white and black marble chips of size from

smallest to 4 mm nominal size laid in cement

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

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

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

Light shade pigment with white cement (In top layer

Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse 908.17

sand ) finishing with flush pointing in white cement.

Providing and laying Ceramic tiles 6 mm thick in

flooring treads of steps and landing laid on a bed

51 50.00 of 12 mm thick cement mortar 1:3 (1- cement :3- Sq.M.

coarses and) finishing with flush pointing in white

cement. (upto 10 ton)

Providing & Fixing 2mm Aluminium / 4mmACP

sheeting fixed with Type-11 Class-C High Intensity

52 1.00 Grade Sheeting as per IRC 67 : 2012 reflective Smt

sheeting of size including lettering and signs as

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

53 50.00 on a bed of 12 mm thick cement mortar Sq.M.

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

pointing inwhite cement. (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

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

54 5.00 mm thick cement plaster 1:3 (1- cement: Sqm

3-coarse sand) and jointed with white

cement slurry (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

in skrting risers of steps and dedo on 10 mm

55 5.00 thick cement plaster 1:3 (1-cement:3- coarse Sqm

sand) and jointed with white cement slurry (upto

Providing and laying 24" x 24" vitrified Tiles

8 to 10 mm th. Double Charged gloosy/

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

/ consultants in flooring over 20 mm thick

cement mortar 1:6 (1 cement : 6 coarse 1,527.00

sand)on new surface& jointed with colour 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

57 10.00 approved by Engineer in charge over 10 mm Rmt

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

sand)on new surface& jointed with colour

cement slurry incl with flush pointing & cleaning

the surface etc. comp.

Providing and laying polished Kota stone slab

flooring over 20 mm (Average) thick base of

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

58 50.00 or L.M.1.1.5 (1-Lime putty:1.5-coarses and) Sq.M.

laid over and jointed with grey cement slurry mixed

with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A)

25 mm thick (upto 10 ton)

Providing and laying marble stone slab flooring over

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

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

59 2.00 1.5 - coarse sand) laid and jointed with gray cement Sq.M.

slurry including rubbing and polishing complete. (A)

Marble slab 25mm

Providing and laying polished Kota stone slab

flooring over 20 mm (Average) thick base of

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

or L.M.1.1.5 laid over and jointed with grey 1,085.48

cement slurry including rubbing and polishing

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

Providing and laying polished kota stone slab

mm thick in risers of steps, skirting Dedo and pillars

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

61 2.00 :3 coarses and) and jointed with gray Sq.M.

cement slury mixed with pigment to match the

shade of slab including rubbing and polishing

etc.complete. (upto 10 ton)

Providing and laying cement concrete

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

62 2.00 graded stone aggregate 20mm nominal size) laid Sq.M.

in one layer and finished with a floating coat of

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

Providing and laying cement concrete

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

63 2.00 graded stone aggregate 20mm nominal size) laid Sq.M.

in one layer and finished with a floating coat of

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

Providing and fixing pre-cast concrete

kerb stone of gray cement based concrete

block 30 cm length, 30 cm height and 15 cm thick

64 1.00 of M200 grade concret as per approved design Rmt

and including excavation for fixing in proper line

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

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

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 : 2006 680.10

including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level

as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying broken china mosaic

flooring for terrace using 12 mm to 20 mm broken

pieces of glazed tiles to be laid over cement mortar

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

66 50.00 mortar creme out upto surface using white Sqm

cement including rounding off junctions and

extending them up to15 cm along the wall,

clearing with water and oxalic acid

etc.asdirected.

Providing and laying coloured glazed tiles

67 2.00 of the size 300 mmx200 mmx8 mm/300 Sqm

mmx450 mmx8 mm in skirting, risers of steps

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

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

Providing corrugated G.I. sheet of class-3

roofing fixed with glavanished iron J or

L Hooks, Bolts and nuts 8 mm diameter with

68 5.00 bitumen and G.I. limpet washer or G.I. limpet Sqm

washer. filled with white lead complete excluding

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

mm thick sheet.(up to10 ton)

Providing ridges or hips 600 mm over allin plain

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

and nuts 8 mm dia G.I. Limpet and bitumen 635.58

washer complete. (1)

Providing and fixing 150 mm wide 450 mm over all

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

70 2.00 Iron brackets 40 mmx3 mm size Bolts, Nuts, Sqm

washers etc. including making necessary

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

Providing and fixing five courses water profing

treatment with bitumen felt consisting of

second and fourth course of blown/ bitumen

or/and residual bitumen applied hot at

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

course with fibre base bitunen saturated under

71 1.00 lay type land third course with fibre base self Sqm

finished felt type 2 grade 1 and fifth and final

course of stone grit 6 mm and down size or pea

sizes gravel spread at

Cu.Metre/Sq.metre preparation of surface

excluding grading complete. (upto 10 ton)

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

pipe including filling the joints with spun yarn

72 1.00 soaked in neat cement slurry and cement Rmt

mortar 1:2(1- Cement : 2-fine sand) (A)

Providing 15 mm thick cement plaster in

single coat on Rough (Similar) side of single or

73 100.00 half brick walls for interior plastering up to floor Sqm

two level and finished even and smooth in (i)

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

Providing 20mm thick sand faced cement plaster on

walls upto height 10 metres above ground level

74 100.00 consisting of 12mm thick backing coat of C.M. 1:3 Sqm

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

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

Colour washing with lime on wall surface (two

coats) over and including a primary coat of

75 10.00 white washing to give an even shade after Sqm

through brooming the surface to remove all dirt,

dust, mortar drops and other foreigh matter.

Removing dry or oil bound distemper by

a washing and scraping and sand papering

the wall surface smooth including necessary 11.19

repairs to scratches complete.

Distempering with dry distemper of approved brand

and manufacture (two coats) and of required 46.94

shade on wall surfaces of given an even shade,

over and including a priming coat of

whiting after thoroughly brooming the surface

free from mortar dropping and other foreign

Extra Coat for Above Item over above for

77 a 10.00 every subsequent coat of approved brand and Sqm

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 76.08

after thoroughly brushing the surface free from

mortar dropping and other foreign matter

and also including preparing the surface even

and sand papered smooth.

Extra Coat for Above Item over above for

79 5.00 every subsequent coat of approved brand and Sqm

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture

on undecorated wall surface to give an even

shade including throughly brushing the surface 78.44

free from mortar droppings and other foreign

matter and sand papered smooth.

Extra over item for every sub sequent coat of

81 500.00 wall painting with plastic emulsion paint of Sqm

Extra over item for painting with plastic emulsion

81 a 500.00 paint of approved brand on ceilings and sloping smt

Applying priming coat over new steel and other

metel surface after and including preparing

the surface by throughly cleaning, oil, grease,

82 50.00 dirt and other foreign matter and scoured Sqm

with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing

Painting two coats (excluding priming coat)

on new steel and other metal surface with

enamel paint, brushing, interior to give an even

shade including cleaning the surface an even 86.94

shade including cleaning the surface of all dirt, dust

and other foreign matter.

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface

84 50.00 with enamel paint, brushing to give an even Sqm

shade including cleaning the surface of all dirt,

dust and other foreign matter.

Extra over item for 83 & 84 every sub sequent coat

of paint. 50.40

Painting two coats (excluding priming coat)

on new steel and other metal surface with

86 50.00 synthetic enamel paint, brushing to give an even Sqm

shade including cleaning the surfaceofalldirt,dust

and other foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface

87 50.00 with synthetic enamel paint, brushing to give an Sqm

even shade including cleaning the surface of all

dirt, dust and other foreign matter.

Extra over Above item for 86 & 87 for every

sub sequent coat of paint. 43.47

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 20.16

give an even shade including cleaning of all dirt,

dustand other foreign matter.(75 mm dia)

Painting two coats (excluding priming coat)

on external surface of new rain water, soil, waste

and vent pipes and fittings with ready mixed

bituminous brushing, black, anti corrosive to 25.05

give an even shade including cleaning of all dirt,

dust and other foreign matter.(100 mm dia)

Painting two coats (excluding priming coat)

on new wood and wood based surface with

enamel paint, interior to give an even shade

91 50.00 including cleaning the surface of all dirt, dust Sqm

and other foreign matter sand papering and

stopping. (a) Ready mixed paint

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based

surface with enamel paint, to give an even shade

including cleaning the of all dirt, dust and other 40.17

foreign matter.(b) Ready mixed paintbrushing

priming for enamel

Extra over Above item for 91 & 92 every sub

sequent coat of paint. 36.39

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

94 10.00 paint, brushing, oil, gloss, semi gloss to give and Sqm

even shade including cleaning of all dust, dirt and

other foreign matter sand papering and stopping.

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all 113.40

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

96 10.00 surface to give an even shade including thoroughly Sqm

brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth.

Painting two coats (excluding priming coat)

on new wood and wood based surface with

enamel paint, interior to give an even shade

including cleaning the surface of all dirt, dust 87.11

and other foreign matter sand papering and

Writing letter or figures on any surface with per letter

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

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

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

10 Letter pet CM.HT)

Extra over items for using thick white paint per letter

99 10.00 instead of black japan paint. (i)Block per

(Letters/Figures) Cm/Ht

Polishing with french polish on new wood and

wood based surface to give an even

surface including cleaning, the surface of all dirt,

dust and 131.67

sand papering smooth and including a coat of wood

Extra over items for using thick white paint

101 10.00 instead of black japan paint. (ii) Indian

(Letters/Figures)

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road

102 10.00 marking paint, brushing including cleaning the Sqm

surface of all dirt, dust and other foreign matter.

(i)Over 10cmi n width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in two coats with road

103 10.00 marking paint, brushing including cleaning the Rmt

surface of all dirt, dust and other foreign

matter.(ii) Upto 10 cm in width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in one coats with road

104 10.00 marking paint, brushing including cleaning the Sqm

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

Over 10cm in width

Painting lines, deashes, arrows, letters etc on

roads, Air fields and like in one coats with road

105 10.00 marking paint, brushing including cleaning the Sqm

surface of all dirt, dust and other foreign matter.

(ii) Upto 10cm in width

Demolition including stacking of serviceable

106 100.00 materilas and disposal of unserviceable materials Cu.M.

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

Demolition of Brick work and stone masonry

including stacking of serviceable materil as and

disposalof unserviceable materials with all lead 544.95

and lift.(ii) In Cement Mortar.

Demolition of terrace including stacking of

50.00 serviceable materilas and disposal of unserviceable Smt

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

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materil as and

disposal of unserviceable materials with all lead 47.25

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc. stacking of

109 2.00 serviceable materil as and disposal of Sqm

unserviceable materials with all lead and lift.(i)

G.I.sheet roofing.

Dismentaling of sheet roofing including

109 ridges, Hips, Valleys, Gutters etc. stacking of

A serviceable materil as and disposal of 53.55

unserviceable materials with all lead and lift.(i)

A.C. sheet roofing.

Dismentling steel work including distempering

and stacking the materials with all lead and lift. 3.63

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including

chowkhats architraves, hold fasts and other

attachment etc. complete and stacking the 185.85

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

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including

chowkhats architraves,hold fasts and other

attachment etc. complete and stacking the 248.85

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

Dismentling barbed wire in fencing including

making rolls and also including dismentling

fencing posts including all earth work concrete in

base and making good the disturbed

ground stacking useful materials as directed 66.15

and disposing as directed and disposing

of the unserviceable materials with all lead and

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

A.C. rain water pipes with fittings and clamps

including stacking the materials with all lead and lift 74.03

(for any dia, of pipe)

Dismantling santtary fittings like wash basin .

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

tank etc. including stacking the materials with 401.63

all lead and lift

Scraping oil paint from steel and other metal

116 10.00 surface and making the surface even (with Smt

Hand Scraping.)

Removing and scraping of old deteriorated

plaster of any thickness from wall /

R.C.C member including stacking of

serviceable material and disposal of 19.38

unserviceable from site of work with all lead and

Providing and fixing M.S. fan clamps of

118 10.00 shape and size as specified in existing R.C.C. Each

slab including cutting chase and making good.

Cutting out cracks of roof terrace to V-section,

119 2.00 cleaning out, wetting, grouting with cement and Rmt

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

Cutting out cracks roof terrace to V-Section

cleaning out and filling solidly with a hot

mixture of bitumen and clean dry sand (1:1 by 75.29

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) 2,900.00

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

mm thick approved color Acrylic sheet of

standard quality fixed with glazing chips on

upper pannel & Laminated sheet on lower

pannel (wtt.0.13 kg/Rmt) etc.comp.as direction

of engg.in charge.(N.S.)

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 114.3 4,583.00

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

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

providing & installing 5 mm thick Glass of

standaed quality fixed / 12 mm thick

Laminated sheet with glazing chips (wt. 0.13 kg/

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

& direction of engg.in charge.

Providing & Fixing in position Alluminium

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

frame using approved anodised extruded

alluminium section of minium thickness of 1.5 mm

as approved by Engg. In charge.(Jindal 4,518.00

alluminium) units equivalent. 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 1,815.14

5 mm thick transparent bronze colour tinted float

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

125 2.00 both side of the sheet and polyester top coat 15- Sqm

18 micron. The PP GI Sheet shall have

plastic protective guard film of minimum

microns to avoid scratches during

transportation. The ridge shall be fixed to the steel

members by poprivetor self drilling/self

stitching fastners @ maximum 450mm c/c along

length of capping/flashing etc complete .

Supplying and fixing vinyl flooring over the

surface having 1-2 mm thickness as per

directed by engineer incharge etc as 963.00

completed (N.S.)

Providing and laying 15mm bamboza

wooden flooring as per architect's drawing 2,690.00

with all necessary details as directed by the

project consultants. Use underlay for better

result as per Detail specifications and directed

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

Providing and fixing 1.20 Metre high fencing

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

mm x 6 mm and oil painting 3 coats fixed at

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

128 2.00 diagonals of galvanised steel barbed wire Rmt

weighting 9.38 Kg. per 100 Metre, strained and

fixed to posts with G.I, staples including fixing

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

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

Dismentling barbed wire in fencing including

making rolls and also including dismentling fencing

posts including all earth work concrete in base and

129 2.00 making good the disturbed ground stacking useful Rmt.

materials as directed and disposing as directed and

disposing of the unserviceable materials with all

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

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

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

cement plaster to masonry / in C.M.1:3) and 2,235.66

cement concrete flooring in 1:2:4: mix

5cm.dia.drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and

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

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

131 2.00 R.C.C. 1:2:4) 8 cm. thick slab with marble chips Rmt

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

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

Making 15 mm groove in RCC work on road and

132 2.00 filling it with polysulfied selant and finished it good Rmt

incl. all all labour charges etc. comp as directed

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, 54.00

unloading, transportaion etc complete as per

direction given by engineer incharge.

Carring out timber treatment to all wood work

including drilling holes and spraying oil based

chemical solution on surface of timber work for

termite control including labour and material etc.

complete. Using Chlordene 20 EC. As

Per 6113_part III Consentration Weight1.00 percent

134 2.00 is recommended one litre chemical emulsion dillute Smt

with 9 liter of kerosene precent

concentration. Total dillute concrentration

will be 10 litre inclusive of the litre

chemical emulsion appication 0.75 / Litre

chemical per one Sqmt printed two coat wood

Applying general insecticide pest control

135 2.00 treatment to floors, cup boards etc Smt

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

concrentration will be 40 litre inclusive of one

litre chemical emulsion appication 0.5 Litre

chemical / Sqm of surface is recommended

Carring out plinth treatment to post construction /

existing structure by spraying chemical solution

for termite control treatment including labour and

material consist ment with I.S. specification.

Using Chlordene and Chior purfiles 20 EC. As

Per 6131_paret-II Consentration Weight on

percentis recommended i.e one litre 20 EC 104.90

chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical

emulsion appication attherate of 5 Litre

chemical / Sqm of surface is recommended

Carrying out wall treatment for termite control

including spraying with chemical solution in oil

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

material Using Hepachlor concentration

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

Weight 0.50 percentis recommended

i.e one litre chemical emulsion dillute with 37.34

39 liter go fIS concrentration total dillite

concentration will be 40 litre inclusive of one

litre chemical emulsion appication at the rate of

7.5 Litre chemical / Sqm of surface is

recommended as per I.S

Providing erecting and fixing double coated

Syntex PVC.(ISI) water tank of required

138 500.00 Litre

capacity each with all necessary fittings and 3.91

connection etc. complete on terrace.

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade)

139 of the following nominal bore, tube fitting and

clamps including making good the wall ceiling and

(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

140 following nominal bore, and tube fitting (Earth

work in trenches to be measured and paid for

(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

141 1.00 50 mm to 80 mm nominal bore by Each

providing and fixing tee including cutting and

threading the pipes complete.

Providing and fixing to wall ceiling and floor

Kg.F/Cm2 working pressure poluthene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression

type fittings,wall clips etc.including making

good the wall ceiling and floor.

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes

of the following out side Dia. Low densidy,

complete with special falnge compression

type fittings, wall clips etc. including making

good the wall ceiling and floor.

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 600.08

making good the walls and floor 100 mm inlet and

50 mm outlet.(C)100mm dia.

Providing and fixing water closet squatting

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

145 5.00 (Earth work, bed concrete, foot rest and trap to Each

be measured and paid for separately) (A)

Vitreous China. (I)Long pattern = White colour

Provdg. & fixing wall mounted White /

146 1.00 Color Vitreous China European water No.

closet with integral P trap of "Cera" - Clair

Series or equivalent incl. seat cover , Chair

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

147 1.00 Cement Mortar1:1 (1- Cement:1-fine sand) Each

(Seal and cover to be measured and paid

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

Providing and fixing Urinal of approved quality

including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern 1,535.63

white earthenware 550mm x 300mm.

Providing & Fixing Angle cock of " Ess Ess" -

Trend series or equivalent standard make

as approved by engg. in charge all complete. 403.39

Providing & Fixing pillar cock of " Ess Ess" -

149 Trend series or equivalent standard make

A as approved by engg. in charge all complete. 641.53

Providing and fixing 100 mm size P or S trap

for water closet squatting pan including jointing

150 5.00 the trap with the pan and soil pipe in cement Each

Mortar1:1 (1-Cement : 1-Fine sand)(A) 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 1,400.18

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

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

brackets, painted white including cutting holes

152 2.00 in walls and making good the same but Each

excluding fittings. © Vitreous China Sink. (i)

mm x 450 mmx 150 mm size

Providing and fixing 600 mm x 450 mm bevelled

edge mirrror of superior glass mounted on

153 1.00 mm thick A.C. sheet or ply wood sheet and fixing Each

to wooden pluge with C.P. brass screws and

Providing and fixing chromium plated brass halftrun

154 flush cock of approved quality including

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

Provdg. & fixing White / Color Vitreous china

Counter wash basin with signle hole for pillar tap

of "Cera " - Concord series of 550 x425 mm

size to be fiited in stone counter with necessary

brackets painted white incl. cutting holes and

making good the same .Cost Includes P/F C.P. 2,950.00

brass waste coupline, 32 mm dia fisher union

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

Trend series ,32 mm dia. Waste pipe etc.

complete as per dir. of engg. in charge.

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 to 56.87

remove all dirt and remains of loose powered

Extra over Item 156 for every subsequent coat of

10.00 water proofing cement paint of approved brand Smt

and manufacture.

Providing & Fixing S.S.304 Grade Sink of

Nirali / Krishna or Equivalent Make for

Kitchen Platform of size : 24":x18" as per 4,650.00

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 2,257.69

Providing and fixing C.P. brass towel rail

comlete with C.P.brass brackets fixed to

wooden plugs with C.P. brass scews.(B) 597.22

600mm x 20mm size.

Providing and fixing 600 mmx120 mm glass

shelf with C.P. brass bracket and guard rail

complete mixed to wooden plug with C.P.brass 561.03

Providing and fixing toilet paper holder. (A)

C.P.Brass 414.53

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

161 1.00 G ASIS 304 Grade as per instruction of engineer in Rmt

Providing and fixing screw down bib taps of

162 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,

164 screw down high pressure with screws, shanks

Providing and fixing Gun metal check or non-

return fullway wheel valve.

1.00 (ii) 20mm dia. Each

(III) 25 MM DIA

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

A 15 mm dia 203.79

Providing and fixing chromium plated brass

166 1.00 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

167 2.00 waste pipe , tap etc.complete. (A) White earthen Each

ware flat back or corner type size 430mm x

Providing and fixing Urinal of approved

quality including connection with trap and

168 2.00 with integral longitudinal flush pipe. (A) Squating Each

plate pattern white earthen ware 550mm x

Providing and fixing chromium plated, bottle

169 1.00 trap with necessary couplings of approved Each

quality for wash basin.

Providing and fixing ball cock ofapproved quality

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

Providing and fixing ball cock ofapproved quality

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

Filling with good Quality thor as and where

directed by the Architect / Engineer-in-

172 2.00 charge, in sunk in layers of 15 cm. thickness, Cmt

including watering, ramming well etc. complete,

as directed by the Architect / Engineer-in-charge .

Providing laying and jointing in true line and level

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

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

173 10.00 fixed on the wall with the help of clamp at Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with solvent, including cost of all

materials.adhesive

Providing laying and jointing in true line and level

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

water including fittings make PRINCE/ 90.93

SUPREME/ ASTRAL/ FINOLEX orequivalent as

approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing laying and jointing in true line and level

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

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

175 15.00 fixed on the wall with the help of clamp at Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing laying and jointing in true line and level

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

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

176 10.00 fixed on the wall with the help of clamp at Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing laying and jointing in true line and level

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

water including fittings make PRINCE/

SUPREME/ ASTRAL/ FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

a 10.00 fixed on the wall with the help of clamp at Rmt

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of

Providing 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% 788.78

minimum as per specification for 20 mm wide

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

178 5.00 colour as as directd by engineer In Charge.(Market Smt

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

Approved Quality & Color / Pattern as per

Consultant's design also includes required

179 30.00 fabrication structure in the grid of 2'-0x2'-0 size SqM

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

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

application for fixing the sheet . Rate also

includesnecessary bending, cutting, labor charges

, Zinc Primer coat & Two coats of oil painting of

color as approved by consultants & making

good the wall. (N.S.)

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

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

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

181 6.00 of fuel, operator, dirver etc.. ( 12 hours Hrs.

sift day/night) (N.S.)

To provide tractor with hydraulic trolley, driver,

Nos. of Labor with all tools like bucket drum,

showels, trikam, pavadas, etc,, to

182 5.00 carryout different works during monsoon for 12 No.

Hrs. Shift. Work shall be carried out as per

the instrucitons of Engineer In-Charge.No extra

charged shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind

curtain fixed on window level on wooden

batten and curtain lift with cotton thin rope,

183 1.00 make of aerolax or equivalent design and Smt

colour as per instruction by engineer – in –

Charge with necessary hardware fitting, material

and labour etc complete.

Providing & Fixing Door closer - complete of

184 5.00 Approved make to wooden / Aluminium Doors as No.

per direction of engg. In charge.

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

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

185 5.00 R.C.C. slabs during laying incl. painting the No.

exposed protion of loops, all as per standard design

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

186 1000.00 quarter round in cement mortar 1:1 including neat Rmt

cement finishing, watering etc. complete.

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

188 2.00 bond length as per menufracturer specification and Smt

4mm thick alluminium strip covering with one side

sloted and bolted with suitable system, inclusive of

all manpower, machinery and material as per

specification and as directed.

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required

cable and switch board of approved brand and 6,800.00

make etc.comp.as directed.

.Providing TMT Bar FE 415 reinforcement for

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

a in position complete up to floor two level (up to 10 66.59

ProvidingTMTBarFE500/500Dreinforcement for

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

b 50.00 position complete upto floor two level placing in Kg.

position complete upto floor two level placing in

position complete upto floor two level(upto 10 ton)

Providing and fixing 30mm thick solid both side

prelam PVC door shutter (sintex door-equivalent)

with necessary alluminium fitting with EL-7 section 2,214.00

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

192 1.00 31.75 mm (at 0.41 Kg/Rmt) © Shutter top & bottom Sq. M.

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

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

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

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

approved color Acrylic sheet of standard quality

Providing and laying polished granite stone slab

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

193 15.00 10 mm thick cement mortar 1:3 (1 cement:3 coarse Smt

sand) and jointed with gray cement slurry including

rubbing & polishing etc.complete.

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per

design and finished with royal plastic paint as per 1,688.00

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 2,690.00

result as per Detail specifications and directed

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 269.78

coat of cement mortar 1:2 (1 Cement : 2 Coarse

sand) finished with trovel including scaffolding

curing etc. complete.

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to

197 10.00 give an required shape evenshade after thoroughly Sq.M.

brushing the surface to remove all dirt, and remains

of loose powdered materials.etc complete

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 –

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

nos. twin wheel castors. Twin wheel castors

- The twin wheel castors should be injection

molded in Black Nylon The complete item

as per architect /engineer in charge

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 5,500.00

Rs.150/meter). 5 legged revolving molded

nylon chair base with good quality of PU castors

with 2 years replacement guarantee. The chair to

have wide polyurethane arm rest of approved

shape. Complete chair should be in suitable

shape. Rates to be inclusive of all taxes

and free delivery at site. The complete item as

per architect /engineer in charge

Providing and fixing storage, entire unit to be

made from 19 mm th. and 12mm Ply with

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

made from 19mm Ply with both side laminate.

Rate shall include necessary approved

mortise locking systems, S S Handle pair 2" to 12,500.00

4" height and necessary hardware. Over all

storage to be completed with necessary hard

ware and accessories completed as per

drawing and design as given by Architect.

Existing storage repairing and veneer on top

Providing and fixing of Louvers On Existing d.c

panel Providing and fixing 35mmthk. Louvers

shutter made up from Ghanateak frame with

201 2.00 135x75mm and shutter frame as per detail and Smt

fixing aluminum louvers which is specified

readymade powder coated aluminum grill

panel louvers .and applying melamine spray polish

all exposed wood work. Overall door to be

completed with necessary hardware and

accessories completed as per drawing and

design as given by Engineer In charge/Architect.

Providing and fixing flush door shutters, solid

core construction with frame of first class

hardwood with cross board and face veneer or

plywood face panels, with both side 1 mm

laminate finishing including anodized aluminum

butt hinges with necessary screws. Decorative

type and pine wood core anodized minimum

no 150 mm long aluminum butt hinges in flush

door shutters with 2 no of brass holdfast

mm long 1 no brass tower bolt 250 mm long and 4,686.36

two no of 150 mm long brass door handle .

Decorative both side laminated Flush door 35 mm

thick. with frame of 10 cm x 7 cmt Indian

teak wood frame including all necessary

fitting fixtures hardware screw and adhesive

etc fixing up to all lead and lift height up to

mtr from GL etc complete as per direction of

engineer in charge

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 2,131.00

plain and /or prelim colours on one side after

routing the moulded design on flush door and 2mm

plain and/or prelim PVC sheet on other side using

rubber adhesive on flush door and solvent cement

adhesive on the PVC liping etc. complete as per

direction of Engineer in charge, manufacture’s

specification and 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 1,230.00

welded jali etc.comp.The jali is to be welded to MS

pipe with MS flat as instruction given.The M.S pipe

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

of primer and two coats of paint as directed in line

and level. (N.S)

Providing & Fixing masonary wall with porbandar

lachiya stone with well dressed grooveas per

directed by engg.in charge for foundation, plinth or

super structure level (above plinth level upto floor

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

sand) incl.pointing the joint with white cement and

yellow oxide powder in proportion to match stone

colour the joints should be thread grooved as per

exi. lake stone pitching apperance

(A) stone masonary wall/stone dressed single faced

(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 350.89

sand bedding withnecessary

equipments and materials. The rate shall also

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

of thekerbstones. Filling of zari alone the sides of

the kerbstone fixed with Bituminous

concrete Bituminousconcrete / C.C. mixed in

proper position to flush withthe road surface

as directed by Engineer in change to form

a portable mixture.a) Laying on 5 cm thick Sand

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm

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

b 1.00 concret as per approved design and including Rmt

excavation for fixing in proper line and level,filling

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

206 1000.00 specification. The paver block shall be mechanically Smt

compacted. The work of paving blocks shall be

executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the

no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be

cut by machine only and carting. The finished

surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel

or such type of materials shall not be allowed for

production. Laying on 5 cms thick sand

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 1,779.97

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

Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering,

ramming etc comp. as dir.For pavement

I) Laying on Sand bedding as per requirement to fix

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

Box type metal letters forming composite box made

from 1mm thick stainless steel plate of grade

having brush finish of following font size to be fixed

at Main Gate in english and or Gujrati and including

fixing charges approved before fixing by clent /

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

mm centre to centre, one flange fixed to the ceiling

with dash fastener 12.5 mm dia x 50mm long with

6mm dia bolts, other flange of cleat fixed to the

angle hangers of 25x10x0.50 mm of required length

with nuts & bolts of required size and other end of

angle hanger fixed with intermediate G.I. channels

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

centre to centre, to which the ceiling section 0.5 mm

thick bottom wedge of 80 mm with tapered flanges

of 26 mm each having lips of 10.5 mm, at 450 mm 850.00

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

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

perimeter channels 0.5 mm thick 27 mm high

having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with the

help of rawl plugs at 450 mm centre, with 25mm

long dry wall screws @ 230 mm interval, including

fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall screws

of size 3.5 x 25 mm at 230 mm c/c, including

jointing and finishing to a flush finish of tapered and

square edges of the board with recomme-nded

jointing compound , jointing tapes , finishing with

jointing compound in 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 : 4,160.00

should be Up to 0.75,should meet the safety

requirements of EN 14190. Fixing :- Sound Strut

CC18 screw fixed horizontal/vertical to wall at every

600mm c/c. Metal cleat can be fixed on top edges

of Sound Strut CS55 fixed directly by stamping to

the CS55 and IC91 which is screw fixed directly to

the wall where ever required with a backing black

color fabric as approved by Architect and as

specified including all accessories, material & labor

complete as directed by Architect / Engineer.

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

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

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

Lining Top flat ANTI SKID PATTERN FOR GRIP

COLOUR :- YELLOW & BLACK BODY

MATERIAL :- MODIFIED THERMOPLASTICS

(Polymer Rubberized ) • ECO FRIENDLY 2,185.00

RECYCLE RUBBER Packing :- 4 pcs/ woven Bag

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

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

Washer Epoxy for Bolt Fitting etc. complete as

directed by EIC .

Providing & Fixing in position 24 MM exposed grid

suspension system with “P “ Grid profile false

ceiling system using 600 MM X 600 MM

ecotone/anutone or equivalent make Glass Fiber

Ceiling Tiles having tegular edges & 0.90 NRC

value and approved surface design (with NRC of

0.90) and edge profile Tegular placed in a

213 10.00 suspended grid of size 600 MM X 600 MM made Sq.mt.

from hot dipped GI Steel sections, rotary stitched,

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

thickness suspended at every 600 MM c/c along

length of ceiling with 4 MM dia, Pre-straightened

G.I.Wire with necessary level adjusters &

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

0.40 MM thickness shall be inserted in to slots

between the main tees at 600 MM centers in

direction vertical to the main tees, where in the

main tees are resting on the periphery on wall

angles of size 24 MM X 24 MM X 3000 MM X

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

214 1.00 be weaved to provide subtle view of the side of the Smt

blind and should offer elimination of glare and

sunlight radiance upto a minimum of 80%.The

fabric shall be flame retardant.

Providing and applying Texture Paint (Rustic Finish)

on external plastered surfaces, pattern as per

sample approved by the Architect. including

preparing surface, using roller to get approved

texturised surface. Job to include making required

215 1.00 surface preparation, to receive Texture paint finish Sq.m

etc. All complete as per detail drawing, as specified

and as directed by Architect / Consultant / Project -

In - Charge. The rates shall be inclusive of

Scaffolding, all material, labour etc. complete. as

directed by EIC.

Providing and fixing PVC/Gpsysum plain colour

false ceiling with grid type with aluminium

frame from gypsteel, fastners ,props, Finishing as

per architectural drawing allowing openings

for A.C. Diffusers, Light/Electrical Points etc 766.00

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

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

engineer In Charge.

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

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

covervSquare mouth trap 100 mm x100 mm size P- 1,279.40

Providing cement vata (10cmx10cmsize) quarter

218 1000.00 roundin cement mortar 1:1 including neat cement Rmt.

finishing, waterin getc. complete.

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1

Salt glazed stoneware pipes including testing of 211.05

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

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1

Salt glazed stoneware pipes including testing of 288.23

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

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

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

duty) 455mm x 610mm intenal dimensions total

221 5.00 weight of cover with frame to be not less than 38Kg. Each

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

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

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

foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep for single pipe

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends

with bricks having crushing strength not less than

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

duty) 455mm x 610mm intenal dimensions total

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

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

222 5.00 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- Each

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

foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

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

x 700 mm and 450mm deep for pipe line

with one or two inlets.

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.

222A 5.00 ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- Each

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

foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a

floating coat of neat cement on walls and bed

concrete etc. complete.(iii) Inside dimensions

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

site, jointing into C:M 1:3 and racking out the joints 219.00

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) 933.98

slab with plastering on exposed faces of wall in

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. (1:2:4)slab 1,132.43

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

(1:4) etc complete.

Providing and fixing hard drawn steel wire fabric

75mm x 25mm mesh or weight not less than

kg. per Sq.M. to window frames etc. including60 x 754.65

20mm beading of teak wood.

Providing & fixing 15 cm wide chicken mesh jali with

nails & then application of 15 mm plaster on 35.00

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

Providing and laying cement concrete flooring 1:2:4

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

227 100.00 aggregate 20mm nominal size) laid in one layer and Smt.

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

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 6.50

specification,including injection, grouting, etc.

complete. The rate includes for providing and fixing

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

manhole cover/s at top, including wash out pipe line

and inlet and outlet connections etc. 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 Smt

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

web height of 45mm and a load carrying capacity of

minimum 15.68 Kgs/M2 & minimum pull out

strength of 100 Kgs.. Silhouette, Main Runners &

Cross Tees to have mitred ends & “birdsmouth”

notches to provide mitred cruciform junctions. The T

Sections have a Galvanizing of 90 grams per M2

229 1.00 and need to be installed with Suspension system of

Armstrong make. Warranty Certificate and Test

Reports for NRC, CAC and Fire rating shall be

provided by Vendor.

Mineral Fibre Acoustic Modular Ceiling Tile should

be GREENPRO certified and qualifies as GREEN

PRODUCT certified by CII Green Products and

Services Council.INSTALLATION: To comprise

main runner spaced at 1200mm centres securely

fixed to the structural soffit using Armstrong

suspension system (specifications below) at

1200mm maximum centre. The First/Last

Armstrong suspension system at the end of each

main runner should not be greater than 450mm

from the adjacent wall. Flush fitting 1200mm long

cross tees to be interlocked between main runners

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

Cut cross tees longer than 600mm require

independent support. 600 x 600mm module to be

formed by fitting 600mm long flush fitting cross tees

centrally between the 1200 mm cross

tees.Perimeter trim to be Armstrong wall angles of

size 3000x19x19mm, secured to walls at 450 mm

maximum centres. Installation should be carried out

as per Armstrong recommended

procedure.ARMSTRONG SUSPENSION SYSTEM

accessories manufactured and supplied by

Armstrong World Industries consisting of M6

Anchor Fasteners with Vertical Hangers made of

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

a Galvanised Thickness of 80gsm, A pre

Straightened Hanger wire of dia – 2.5 mm of 1.8 m

length., thickness of 80gsm and a tensile strength

of 344-413 MPa, along with Adjustable hook clips of

0.8mm thick, galvanised spring steel for 2.68 mm

with a minimum pull strength of 110 kg. The

adjustable clip also consists of a 3.5 mm aquiline

wire to be used with the main 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

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

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

230 1.00 The alluminium frame work is supported from the Smt

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

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

proper level etc. The aluminium frame work is

supported on side wall with the use of alluminium L

section of size 1 x1 (25 x 25mm) angles etc.

complete as per direction of Engineer in charge.

Manufactures specification and drawing.

Providing and supplying of labour for necessary

manual excavation, cleaning, Shifting of Material Or

231 20.00 any other, or for any other work as directed by No

Engineer In charge. The Rate includes Handcart

Fitter/Plumber/Mason

WELDER/ Gas cutter at Day /night

Supplting of welding machine / gas cutter including

D 2.00 cost of welding rods/gas, Transportation, including No

carting from site to work place.

Mazdoor at Day Male/Female

Conveyance charges of (A) limemurrumbuilding

rubbish earth manure or

sludge & execavated rock andrubbish [Limemurrum 326.73

building rubbish

Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using operator,

233 5.00 fuel, power supply etc.complete as directed. (no Shift

payment should be allowed for non working

condition of machinery and for pipe line excavation

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

(Based on Previously approved rate by CE sir )

CatchPit Jali Fixing P/F FRC catch pit jali with

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

As directed by engineer in charge. (Based on 1,383.92

Central Store Rate)

Providing and fixing concealed center point to wall

ceiling & floor CPVC (SDR 13.5) PIPE having

National Sanitation Foundation (NSF) seal for

potable water of following dia. nominal bore tube

fittings and clamps including making good the wall,

ceiling and floor etc. complete.

Providing and fixing cast iron steps of size 500mm x

236 5.00 150mm x 22.5mm and painting with two coats of Each

Anti-corrosive paint etc. complete.

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

237 5.00 without frame for Gulley trap (Standard pattern) te Each

weight of cover to be not less 4.53 Kg.)

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes

of the following out side Dia. Low densidy,

complete with special falnge compression

type fittings, wall clips etc. including making

good the wall ceiling and floor.

Providing and fixing sheet glass, selected quality

(Type-C) bedded in putty and fixed with

239 2.00 wooden beading including the cost of wooden Smt

beadings of first class teakwood and necessary

cutting of glass. (2) 6 mm thick.

Providing and fixing rough cast wired glass, 6mm

thick bedded in putty and fixed with

240 2.00 wooden beading including the cost of wooden Smt

beadings of Indian teak wood and necessary cutting

of glass. (C) Wired - figured glass

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second and

fourth course of blown / bitumen or/ and residual

241 5.00 bitumen applied hot at 1.2 kg.per Sq.M.of area for Smt

each course and first course with fibre base bitunen

saturated under lay type land third course

with fibre base self finished felt type 2 grade 1 and

fifth and final course of stone grit 6mm and down

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

including preparation of surface excluding grading

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

grade 1 and final course of Burshing with chemical 753.20

Treatment with a thickness of 1 to 2 mm thickness,

including preparation of surface , The Said work

should be provided for a perfomance bond of

Years for warranty purpose.

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 10,920.76

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

560mm diameter total weight of cover and frame to

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

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

brick msonry using brick having crushing strength

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

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

Metre for 150mm diameter sewer.

Providing and fixing of wall paper at Wall/Ceiling/ or

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

244 2.00 paper must be (100-120) Rs. Per Sq.Ft. The Rate Sq.Ft

includes of necessary material, with fixing and

transporation with necessary solution.

Providing and fixing of Shower of jaquar make for

245 2.00 Serial No. 0797N ALD ( High Flow C/Body-Jaquar, No's

Primary Batch )

Providing and fixing of Metro Pole of 40 mm dia of

246 2.00 Jaquar Make of series FLV-1093 N ( Serial No. No's

Providing and fixing of chair bracket for Support of

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

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

series of 8481 2,378.00

Providing and fixing of 2 in 1 Bib cock of jaquar

249 2.00 Series of KUP-35041 (8481) as per Instructions of No's

engineer in charge.

Providing and fixing of Pillar cock of jaquar make

250 2.00 series EXTND 190 MM as per instructions of No's

engineer in charge.

Providing and fixing of Angle cock of jaquar make

series of KUP-35053 PM 1,870.00

Providing and fixing of shower of size 8x8m

including shower arm, flange, floor trape, including

all material with fixing as per Instructions of 7,851.00

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

253 2.00 pattern. The Price Rate Includes necessary Making Smt

with fixing of roller blind with roller mechanism as

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 1,955.00

Sheer Curtain with top channels of fixing as

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 1,162.00

necessary fixing with roller tie ropes at site at any

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 113.31

applying primer coat of approved steel primer etc.

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

258 2.00 and nuts glavanised iron J or L Hooks Bolts and Smt

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

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes

259 1.00 I.S. class NP2 of the following internal diameter with Rmt

collars and butt ends prepared for collar joints

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-

260 1.00 Cement :2-Coarse sand :4-stone aggregate 20mm Each

nominal size) finished smooth complete including

curing and festing (i) Inside size 900mm x 1200mm

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

560mm diameter total weight of cover and frame to

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

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

brick msonry using brick having crushing strength

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

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

Metre for 150mm diameter sewer.

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes

261 2.00 I.S. class NP2 of the following internal diameter with Rmt

collars and butt ends prepared for collar joints

including testing of joints complete.(D) 300mm

Granite stone cobble flolring of size 100x100x7.50

cm (average) thick laid over 20mm (avg.) thick base

of cement mortar 1:3 (1 cement :3 coarse sand) of

262 500.00 approved design/shape jointed and pointed with Sqm

cement mortar 1:3 (1 cement : 3 coarse sand) of

average 10mm thick joints etc. complete as per

direction of Engineer-in-Charge

Providing and laying Paver Cobble Square/Fan of

specified thickness, size, grade of concrete and

colour machine made and blasting by automatic

shot blasting machine and high density of as per

approved sample of approved make for footpath,

parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including

providing and laying 50 mm thick average bedding

layer of coarse sand below paver block as per

required grading and specification. Laid paver block

shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level by

skilled mason of flooring work only. Small size of

paver block with same specification shall be used at

263 100.00 residue or at end. It should be laid in such a way Sqm

that the no cutting of the paver block to be

necessary. If cutting of paver block shall be

required , than cut by machine only and laying to be

done by skilled flooring mason. The finished surface

of the paver block shall have coarse sand Texture

Finish. Pave blocks shall be compacted and shall

be re-laid if necessary.

Actual laid area shall be measured and paid without

any wastage. (A) 60 mm thick M-35 grade

Grey/Jetblack/Red/brown/nut brown/ mocha/ any

other colour Paver block of size 100mm x

100mm/200mm x 200mm etc, any other size and

shape with aspect ratio to create circular patternas

per IS Code, etc. as per consultant /EIC.

Paver Block Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour

machine made and blasting by automatic shot

blasting machine and high density of as per

approved sample of approved make for footpath,

parking areas, service lanes,cross over and

264 50.00 other areas as mentioned in the Sqm

drawing.Including providing and laying 50 mm

thick averave bedding layer of coarse sand below

paver block as per required grading and

specification. Laid paver block shall be

mechanically compacted. The work of the paving

blocks shall be executed in line and level by

skilled mason of flooring work only. Small size

of paver block with same specification shall be

used at residue or at end. It should be laid in

such a way that the no cutting of the paver block to

be necessary. If cutting of paver block shall be

required , than cut by machine only and laying to be

done by skilled flooring mason.

The finished surface of the paver block shall

have coarse sand Texture

Finish. Pave blocks shall be compacted and shall

be re-laid if necessary. Actual laid area shall be

measured and paid without any wastage.

(A) 80 mm thick M-35 grade Grey Paver block

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

265 255.00 carriage of mixed Material by tipper to site, laying in Cmt

uniform layers in sub‐ base / base course

on well prepared surface and 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 Work of installing paver blocks, cobble Rs. 49,99,305.31 Rs.49,993.00 12 Months

and maintenance as per requirement in

open premises of Keshavnagar Drainage

Pumping Station, WDS Station, Stadium

Subzonal Office and other municipal

buildings in S.P.Stadium Ward, West

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. 1500.00 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.