Construction of bricks compund wall , colour work , Gypsum False Ceiling work ,GI MS structure shed plumbing work and other Mis. Furniture and Nessasry civil work at Diff. Muni. garden and Muni. School & Other buildings in Navrangpura ward at West Zone.

1. Name of Work : Construction of bricks compund wall , colour work , Gypsum

False Ceiling work ,GI MS structure shed plumbing work and

other Mis. Furniture and Nessasry civil work at Diff. Muni.

garden and Muni. School & Other buildings in Navrangpura

ward at West Zone.

2. Tender Estimated Cost : Rs:-

: 1% of the Tender Cost in the form of Rs. 8,338.00 (D.D. / Pay

3. Earnest Money

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

4 Tender Fee Rs : Demand Draft of Rs.

5 S.D. : 5 % of tender amount

6. Time-Limit : 06 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

8. (i) Last Date of Submission of :

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

or by Courier.or hand delivery

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

(iii) Description essential to :

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

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

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

Schedule of Quantities and

Rates It shall not be submitted Physically.

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

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

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

Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

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

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

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

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

Lakhs) but not more then 10% of bill

Defect Liability : As per ‘B-1 Form Close

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

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

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

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

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

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

Time permitted to start parts

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

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

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

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

times failures by contractor shall make contractor responsible to be

black listed unless and otherwise justified properly in writing /

binding within 15 days of last notice of penalty.

The staff of the contractor shall wear safety jackets, hoes,

helmets etc. while on duty and any violation will attract fine

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

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

works without proper precautions/safety measures as

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

The contractor shall be responsible to make good and remedy at

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

before the period mentioned hereunder from the certified date of

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

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

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

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

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

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

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

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

shall be 3 months from the certified date of completion.

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

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

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

ENGINEERING DEPARTMENT- WEST ZONE.

(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 Work:- Construction of bricks compund wall , colour work , Gypsum False Ceiling work ,GI MS

structure shed plumbing work and other Mis. Furniture and Nessasry civil work at Diff. Muni. garden and

Muni. School & Other buildings in Navrangpura ward at West Zone.

Sr. Qty Description of Item Rate in Per Amount

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

sorting out and stacking of useful materials and 115.92

disposing of theexcavated stuff upto 50 Meter lead.(A)

Loose or soft soil

b 1.00 1.5 to 3.0 mt.depth Cmt

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

including sorting out and stacking of useful materials and 141.11

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

d 1.00 Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and 270.83 Cu.

disposing off the excavated stuff upto 50 Meter lead.(C) Hard M.

2 1.00 Filling available excavated earth (excluding rock) in Cmt

trenches, plinth, sides of foundations etc. in layers not 129.10

exceeding 20 cm. in depth consolidation each deposited

layer by ramming and watering.

3 1.00 Filling in plinth with sand underfloors including Cmt

watering ramming, consolidating and dressing etc. complete. 455.63

4 1.00 Filling in foundation and plinth with murrum or selected soil in Cmt

layers of 20 cm. thickness including watering, 286.20

ramming and consolidating etc.

5 1.00 Providing and laying cement concrete1:5:10 (1- Cmt

Cement: 5- coarses sand and:10-hand broken stone 2,492.51

aggregates 40mm nominal size) and curing

complete excluding cost of formworkin (A) Foundation

and Plinth (upto 10 ton).

6 0.50 Providing and laying cement concrete1:4:8 (1- Cmt

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

aggregates 40mm nominal size) and curing complete

excluding cost of formworkin (A) Foundation and Plinth

7 0.50 Providing and laying cement concrete 1:3:6 (1-Cement : 3- Cmt

coarse sand : 6- hand broken stone aggregates 40 2,956.44

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth..

8 0.50 Providing and laying cement concrete 1:3:6 (1- Cmt

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

aggregates 20mm nominal size) and curing complete

including cost of formwork in (A) wall caps/coping

(upto 10 ton)..

9 Providing and laying cement concrete work 1:2:4 ((1-

Cement:2- coarse sand:4-graded aggregates 20mm

nominal size) curing complete excluding cost

of formwork and reinforcement.

a 0.50 Foundations, footings, base or columns and mass Cmt

concrete 3,923.53

b 0.50 Slabs, landing, shelves, balconies, lintels, beams, Cmt

girders and cantilivers upto floor two level 4,012.47

c 0.50 Independent piers, columns, and pillars, upto floor two level Cmt

10 0.50 Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and 3,871.39 Cum

reinforcement for reinforced concrete work in (A)

Foundations, footings,Base of columns and Mass concrete

11a 1.00 Providing and laying controlled cement concreteM.200for

curing complete excluding cost of 3,977.88 Cum

formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings,Base of columns and Mass

b 0.50 Walls, from top of foundation level upto floor two level

c 0.50 Slabs,landing,shelves,Balconies Lintels, Beams, Girders and

Cantilever upto floor two level. 4,460.36 Cum

d 0.50 Columns, Pillars posts and struts upto floor two level.

e 0.50 Staircases excluding landing upto floor two level

f 0.50 Vertical and Horizontial its upto floor two level.

12 Providing furniture as r per direction of theEngineer-in-

a 1.00 supply and install a premium, commercial-grade upholstered

End-of-Bed Storage Bench conforming to high-end 1,55,500.0 Jobw

hospitality and millwork standards as illustrated. The bench 0 ork

constructed with a robust, internal structural frame made of

kiln-dried solid hardwood and multi-layered plywood. The

entire exterior shall be fully upholstered in a light

cream/beige multi-tonal tactile textured performance fabric,

featuring a clean-lined rectangular silhouette with a blind-

tufted button accent grid across the top cushioned seat. The

top seat lid must be equipped with a matching integrated

fabric pull tab and heavy-duty hydraulic gas lift mechanisms

to provide smooth, controlled access to the internal deep-

storage compartment. Cushioning must consist of high-

density, fire-retardant (CAL 117 compliant) polyurethane

foam wrapped in soft Dacron fiberfill to prevent fabric

sagging, with the concealed base finished with non-marring

floor protective glides to ensure a robust, flush, and durable

master suite installation.

b 1.00 supply and install a luxury, commercial-grade

Console/Center Table conforming to premium architectural 55,800.00 Jobw

hospitality standards as illustrated. The table features an ork

asymmetrical, organically curved kidney-shaped top surface

crafted from polished premium natural onyx or veined marble

with a bullnose edge profile, inset securely within a protective

polished rose gold/bronze electroplated stainless steel

perimeter band. The sculptural base structure consists of an

artistic, twisting ribbons-of-metal design made from heavy-

gauge stainless steel with a matching mirror-polished rose

gold finish, incorporating an ornamental central metallic

sphere. This dynamic pedestal structure mounts to a flush-to-

floor oval base ring that cradles a matching circular polished

onyx/marble inlay plaque to mirror the upper stone top. The

entire assembly must be weighted for tip-resistant structural

stability, thoroughly treated with an anti-fingerprint protective

coating, and equipped with concealed non-marring floor

glides to guarantee a durable and safe installation.

c 1.00 supply and install a premium, luxury 3-Seater and 2-Seater

(3+2) Living Room Sofa Set conforming to high-end 1,35,500.0 Jobw

commercial hospitality and residential standards as 0 ork

illustrated. The set comprises a 3-seater sofa and a

matching 2-seater loveseat both constructed with a robust,

internal structural frame made of kiln-dried solid hardwood

reinforced with corner blocks and heavy-duty steel sinuous

spring suspension. Both units shall be fully upholstered in a

high-grade, multi-tonal tan/brown premium "leatherefte"

performance fabric (leather fabric) featuring water-resistant,

scratch-resistant, and high-tensile strength properties.

d 1.00 The contractor shall supply and install a premium,

commercial-grade Godrej Interio "Slide N Store" (Pro / Pro 71,500.00 Jobw

Plus / XL) Series 2-Door Steel Sliding Almirah/Wardrobe ork

conforming to strict architectural millwork and institutional

storage standards. The almirah manufactured from high-

quality, prime-grade Cold Rolled Close Annealed (CRCA)

steel sheet panels of welded construction ensuring high

tensile strength, load-bearing durability, and resistance to

e 1.00 The contractor shall supply and install a genuine,

commercial-grade Godrej Interio "Slimline / Aceline" Series 40,500.00 Jobw

2-Door Steel Almirah featuring an integrated high-definition ork

Digital Print front facade, conforming to strict corporate,

institutional, and high-end residential storage standards. The

almirah unit precision-manufactured from high-grade, prime

Cold Rolled Close Annealed (CRCA) steel sheet panels

featuring robust unibody welded construction for superior

structural rigidity, high tensile strength, and long-term

f 1.00 The contractor shall supply and install a premium, luxury

Dressing Table Vanity Unit featuring an integrated Backlit 47,500.00 Jobw

Arched Mirror and an L-shaped 5-Drawer configuration ork

alongside a separate coordinating elements system,

conforming to high-end architectural hospitality and bespoke

millwork standards as illustrated. The workstation consists of

a sleek 2-drawer dressing console deck that seamlessly

bridges and sits atop an offset, floor-mounted 3-drawer side

storage chest, collectively utilizing low-profile matte black

linear finger-pull handles. All drawers throughout the

assembly must operate on heavy-duty, fully extendable

concealed under-mount soft-close slide channels to ensure

silent, effortless movement. Securely anchored flush above

the counter sits an oversized, frameless top-arched vanity

mirror featuring high-definition, copper-free silvered glass,

fully equipped with a high-lumens, ambient warm-white

flexible LED backlit strip diffused through an anti-hotspot

frosted channel ring.

g 1.00 The contractor shall supply and install a premium,

commercial-grade Small-Scale Floating TV/Media Unit 21,500.00 Jobw

featuring integrated slim aluminum profile glass shutters, ork

conforming to high-end contemporary architectural millwork

and hospitality standards. The unit shall feature compact,

space-saving , engineered from high-density moisture-

resistant (HDMR) board or premium CARB Phase 2 MDF to

guarantee structural stability and warp resistance.

13 Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in

a 0.50 Walls, from top of foundation

level upto floor two leve 4,519.88 Cu.

b 0.50 Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level. 4,496.07 Cu.

c 0.50 Columns, Pillars posts and

struts, upto floor two level. 4,593.91 Cu.

14 0.50 Providing and laying in position Ready Mixed M-300 grade

concrete for reinforced cement conctere work , using cement 5,043.66 Cum

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 oflaying, excluding the

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting ofconcrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS

shall be maintained)

15 0.50 Providing and laying in position Ready Mixed M-350 grade

concrete for reinforced cement conctere work , using cement 5,140.94 Cum

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 oflaying, excluding the

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability

as per direction of the Engineer - in - charge. Without Fly

Ash(Min cement level as per latest IS 456 shall be

16 0.50 Brick work using common burnt clay building

bricks having crushing strength not less than

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

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

0.50 (A) Conventional (upto 10 ton) Cmt

0.50 B) Modular Cmt

17 0.50 Extra Rate for brickwork in Above Item for super

structure above plinth level upto floor two level (B)

a 0.50 (A) Conventional (upto 10 ton) Cmt

b 0.50 B) Modular Cmt

c 0.50 C) above floor two level Item No. 2(6.13) (A) Modular Per

d 0.50 D) above floor two level Item No. 2(6.13) (B) Conventional Per

18 0.50 Half brick masonry in common brunt clay building Smt

bricks having crushing strength not less than 35 Kg/Sq.Cm. 593.90

in Cement mortar 1:4 ( 1-Cement : 4 coarse sand ) in

foundation and Plinth conventional brickwork

(up to 10 ton) (B) Conventional

19 0.50 Extra for half brick masonry in super structure above Smt

plinth level upto floor two level (B) conventional 52.80

20 0.50 Providing and laying Pre cast Light weight concrete hollow Sqm

core wall with hollow core concrete unit of approved 747.00

make & size of 92 mm thick, 600 mm wide and 2400 mm/

2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M20 having cube

compressive strength not less than 20 MP a jointing with

high strength & tensile adhesion non-shrink

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

21 0.50 Providing and laying Pre cast Light weight concrete hollow Sqm

core wall with hollow core concrete unit of approved 842.00

make & size of 120 mm thick, 600 mm wide and 2400 mm/

2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M20 having cube

compressive strength not less than 20MP a jointing with high

strength & tensile adhesion non-shrink cementitious

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

22 0.50 Providing and laying Pre cast Regular concrete hollow Sqm

core wall with hollow core concrete unit of approved 777.00

make & size of 92 mm thick, 600 mm wide and 2400 mm/

2600 mm/ 2850 mm/ 3000 mm/ 3300 mm in legth made

from of controlled cement concrete M35 having cube

compressive strength not less than 35 MP a jointing with

high strength & tensile adhesion non-shrink

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

23 0.50 Providing and laying Precast Regular concrete Sqm

hollow core wall with hollow core concrete unit of 875.00

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

legth made from of controlled cement concrete M35

having cube compressive strength not less than 35 MP a

jointing with high strength & tensile adhesion non-shrink

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

24 1.00 Providing form work in ordinary timber planking so as

to give a rough finish including centering, shuttering,

strutting and propping etc. height of propping and

centering below supporting floor to celling not exceeding

4 M & removal of the same for in situ reinforced or

plain concrete work upto floor four level

a 1.00 Foundation, footings, bases of columns etc. and mass Smt

concrete. 171.68

b 1.00 (B) Flat surfaces such as soffits of supspened floors slabs Smt

Landings and the like. (1) Floors etc. upto 200 mm in 252.00

c 1.00 (B) Flat surfaces such as soffits of suspended floor roof slabs Smt

Landings and the like. (2) Floors etc. above 200mm in 270.90

d 1.00 Vertical surface such as walls (any thickness) partitions and Smt

the like including attached buttresses & string course & the 229.95

e 1.00 (ii) Sides And Soffits Of Beam, Haunchings Smt

Cantilevers, Girders, Bressumers And Lintels Not 192.15

Exceeding 1 M In Depth.

f 1.00 (G) Columns PillarsPosts and struts. (1) Square Rectangular Smt

Polygonal in plan. 297.68

g 1.00 (2) Circular or curved in plan. Smt

h 1.00 (H) (2) Sides and soffits of Beams Beam Haunchings canti- Smt

levers Girders Bressumers and Lintels exceeding 1M.in 192.15

25 1.00 Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including anodised

alluminium butt hinges with necessary screws.

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

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

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

glazed. 5,133.69

26 1.00 Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including black enamelled

M.S.butt hinges with necessary screws.

a 1.00 (A) Indian teak wood. (i) Fully Panelled.(upto 10 ton) Smt

b 1.00 (A) Indian teak wood. (ii) Fully Glazed.(upto 10 ton) Smt

c 1.00 (A) Indian teak wood. (iii) Partly panelled and partly Smt

glazed. (upto 10 ton) 4,940.25

27 1.00 Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and clear

story windows including anodised alluminium But hinges

with necessary screws and indian teak wood shutters with.

a 1.00 (A) Plywood sheet panels. Smt

b 1.00 (B) Particle board panels Smt

c 1.00 (C)Hard board panels. Smt

d 1.00 (D) Asbestos sheet panels. Smt

28 1.00 Providing and fixing 25 mm thick shutters for cup Smt

boards etc. including black enamelled M.S. butt hinges 3,006.75

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

Panelled. (upto 10 ton)

a 1.00 Providing and fixing 25 mm thick shutters for cupboards etc. Smt

including anodised alluminium 2,594.74

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

b 1.00 Providing and fixing 25 mm thick shutters for cupboards etc. Smt

including anodised alluminium butt hinges with necessary 2,814.42

screws. (A) Indian teak wood. (ii) Partly panelled and partly

29 1.00 Providing and fixing plain asbestos cement sheet 6 mm Smt

thick in partitions including fixing to fames with screws 827.20

etc, complete with 50 mm x 12 mm Deodar wood

beading (Frames to be paid separately) (upto 10 ton)

30 1.00 Providing and fixing in partitions 4 mm thick medium hard Smt

board of approved quality including fixing to fames with 516.60

screws etc complete with 50 mm x 12 mm teak wood

beading (Frames to be paid separately) (upto 10 ton)

31 1.00 25 mm thick wooden shelves supported on 40 x 40 Smt

mm x 6 mm T or L iron brackets fixed at suitable 1,306.61

distances but not exceeding 75 cm. apart with

Mango wood or equivalent quality. (upto 10 ton)

32 1.00 40 mm thick wooden shelves supported on 40 x Smt

40mm x 6 mm T or L iron brackets fixed at suitable distances 1,691.00

not exceeding 75cm. Apart with Mango wood or

equivalent quality. (upto 10 ton)

33 1.00 Providing and fixing M.S. round or square bars with M.S. kg

flats at required spacing in wooden frames of windows 68.53

and clerestory windows.(upto10 ton)

34 1.00 Providing and fixing M.S. grills of required pattern to kg

wooden frames of windows etc. with M.S. flats at 100.17

required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws

(A) Plain Grill. (upto 10 ton)

a 1.00 Providing and fixing M.S. grills of required pattern to kg

wooden frames of windows etc. with M.S. flats at 143.64

required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws

(A) Ornamental Grill. (upto 10 ton)

35 1.00 Providing and fixing glazed louvered glass Smt

windows and ventilators with teak wood frame 10 cm. 4,102.54

x 7 cm. size including 3 coats of oil painting to wood

work etc.complete. (upto 10 ton)

36 1.00 Providing and fixing glazed louvered glass Smt

windows and ventilators with teak wood frame 10 4,332.47

cm.x7 cm. size including 3 coats of oil painting to

wood work etc.complete.with wooden louvers plank 12mm

thick (upto 10 ton)

37 1.00 Providing and fixing 35 mm thick shutters for Doors, Smt

windows and clere story windows including Indian teak 3,211.96

wood frames 10 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat

of approved quality and two coats of oil painting etc,

complete.(ii) Fully Glazed.

38 1.00 Providing and fixing 35 mm thick shutters for Doors, Smt

windows and clere story windows including Indian teak 3,902.35

wood frames 10 cm x 7 cm. size including black enamelled

iron oxidixed fixtures and fastenings including

primer coat of approved quality and two coats of oil

painting etc, complete.(ii) Fully Panelled.

a 1.00 Providing and fixing 35 mm thick shutters for Doors, windows Smt

and clerestory windows 3,557.15

including Indian teak wood frames 10 cm x 7 cm. size

including anodized alluminium fixtures

and fastenings including primer coat of approved quality and

two coats of oil painting

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

39 1.00 4 X Profile Shutter black & smoke glass as per size ,wall unit Smt

with 1 vertical and 2 glass shelf 3 free fold mechanism ,thali 1,38,000.0

rack and cuisio cutlery , with Necessary Arrangement as per

Instruction of Engineer in Charge.

40 1.00 Providing and fixing in position collapsible steel

shutters with vertical channels 20 x 10 x 2 mm braced 5,391.23 Sq.M

with flat iron diagonal 20 x6 mm size with top and bottom .

rails T iron 40 x 40 x 6 mm with 38 mm dia steel pulleys

complete with bolts, units, locking arrangements, stoppers,

handles, including a priming coat of red lead paint &

41 1.00 Providing and fixing 1 mm thick M.S. sheet sliding Sqm

shutters with frame and diagonal braces of 40x40x6 3,652.12

mm angle iron, 3.15 mm M.S.gusset plates at Junctions

and corners 25 mm dia. pulley, 40x40x6 mm

angle and T-iron huide rail at top and bottom

respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of red

lead paint. (upto 10 ton)

42 1.00 Providing and fixing rolling shutters of approved make made Smt

of 80 mm wide M.S.laths inter-locked together 4,450.51

through their entire length and jointed together at theends by

end locks mounted on specially designed pipe shaft

with bracket plates, guide channels and

arragements for inside and out side locking with

push-pull operation including the cost of hood cover

and spring etc. complete. (A) Shutters having

43 1.00 Providing and fixing extruded aluminum window having Smt

extruded aluminum Colour Powder Coated section frame 2,119.14

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.

Kg/mt,vertical member of size 122.20mm x 31.75mm x

1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of

horizontal member size 40mm x

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

40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm

thick transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for

44 1.00 Providing and fixing window having extruded aluminum Sq.

Colour anodized section frame main outer size 63.50 x 38.10 1,696.73 M.

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

Kg/mt, vertical member of size 61.85 mm x 31.75mm x

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

member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,

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

0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum

and fixtures and transparent silicon sealant glass fixing to

frame as per details etc complete for window.

45 1.00 Providing & Fixing in position Alluminium vents with Sq.

frame using approved anodised extruded alluminium 1,288.93 M.

section as approved by Engg. In charge.(Jindal

alluminium) units equivalent Approved Rate)Frame section

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

& Installing 5 mmthick approved color Acrylic sheet of

standard quality etc. comp.

46 1.00 Providing and fixing standared extruded of alluminium Sq.

section of size 63 mmx38.10 mmx1.2 mm (Jindal 1,163.92 M.

Section:2434, @ Wt.0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation

47 1.00 Providing and fixing standared extruded of alluminium

section of size 63.50 x 38.10 x 1.95 1,509.90 Sq.M

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

alluminium frame with 5 mm thick transparent bronze colour

tinted float glass as details etc complete for Fix Partition

48 1.00 Providing and supplying of labour for necessary manual No

excavation, cleaning, Shifting of Material Or any other, or for 551.00

any other work as directed by Engineer In charge. The Rate

includes Handcart with Mazdoor

49 1.00 Carpenter No

50 1.00 Fitter/Plumber/Mason No

51 1.00 WELDER/ Gas cutter at Day /night No

52 1.00 Supplting of welding machine / gas cutter including cost of No

welding rods/gas, Transportation, including carting from site 1,500.00

53 1.00 Mazdoor at Day Male/Female No's

54 1.00 Conveyance charges of (A) limemurrumbuilding rubbish Cmt

earth manure or 326.73

sludge & execavated rock andrubbish [Limemurrum building

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

risers of steps and dedo on 10 mm thick cement plaster 1,523.61

1:3 (1-cement:3- coarse sand) and jointed with white

cement slurry (upto 10 ton)

56 1.00 Providing and laying 24" x 24" vitrified Tiles 8 to Sq.

10 mm th. Double Charged gloosy/ Matt of Approved 1,527.00 M.

make as approved by Adl.C.E. / consultants in flooring

over 20 mm thick cement mortar 1:6 (1 cement :

coarse sand)on new surface& jointed with colour cement

slurry incl with flush pointing & cleaning the surface etc.

57 1.00 Providing and laying 24" x 24" vitrified 8 to 10 mm Rmt

th.Double Charged Gloosy / Matt tiles of Approved 165.00

make as Approved by Adl.C.E. / Consultants for upto

cm high skirting as approved by Engineer in charge

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

sand)on new surface& jointed with colour cement slurry

incl with flush pointing & cleaning the surface etc. comp.

58 1.00 Providing and laying polished Kota stone slab flooring over

20 mm (Average) thick base of cement mortar 1:6 982.83 Sq.M

(1-cement:6-coarses and) or L.M.1.1.5 (1-Lime .

putty:1.5-coarses and) laid over and jointed with grey

cement slurry mixed with pigment to match the shade of

slab including rubbing and polishing etc. complete. (A)

mm thick (upto 10 ton)

60 1.00 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 2,185.00 Rmt.

MM x 50 MM TOP DESIGN - Lining Top flat ANTI SKID

PATTERN FOR GRIP COLOUR :- YELLOW & BLACK

BODY MATERIAL :- MODIFIED THERMOPLASTICS

(Polymer Rubberized ) • ECO FRIENDLY RECYCLE

RUBBER Packing :- 4 pcs/ woven Bag Load Capacity :-

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

HOLE HEX Bolts with Washer Epoxy for Bolt Fitting etc.

complete as directed by EIC .

62 1.00 Providing and laying cement concrete flooring 1:2:4

(1-cement: 2-coarses and:4-graded stone aggregate 297.68 Sq.M

20mm nominal size) laid in one layer and finished with a .

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

63 1.00 Providing and laying cement concrete flooring 1:2:4

(1-cement: 2-coarse sand:4-graded stone aggregate 348.08 Sq.M

20mm nominal size) laid in one layer and finished with a .

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

64 1.00 Providing and fixing pre-cast concrete kerb stone Rmt

of gray cement based concrete block 30 cm length, 30 376.43

cm height and 15 cm thick of M200 grade concret as per

approved design and including excavation for fixing in

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

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

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

locking concrete block 60mm thick 680.10

with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling

and filling the joint with sand in proper line and level as per

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

66 1.00 Providing and laying broken china mosaic flooring for Sqm

terrace using 12 mm to 20 mm broken pieces of glazed tiles 739.89

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

tempered to bring mortar creme out upto surface using

white cement including rounding off junctions and

extending them up to15 cm along the wall, clearing with

water and oxalic acid etc.asdirected.

67 1.00 Providing and laying coloured glazed tiles of the Sqm

size 300 mmx200 mmx8 mm/300 mmx450 mmx8 mm 1,426.95

in skirting, risers of steps and dedo on 10 mm. thick

cement plaster 1:3 (1cement: 3 coarse sand) & jointed

with white cement slurry.

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

fixed with glavanished iron J or L Hooks, Bolts and 719.93

nuts 8 mm diameter with bitumen and G.I. limpet washer or

G.I. limpet washer. filled with white lead complete excluding

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

sheet.(up to10 ton)

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

sheet class-3 fixed with G.I. J or L Hooks and nuts 8 635.58

mm dia G.I. Limpet and bitumen washer complete. (1)

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

circular plain G.I.sheet class-3 gutter with Iron brackets 40 555.71

mmx3 mm size Bolts, Nuts, washers etc. including

making necessary connection with rain water pipes. (i)

71 1.00 Providing and fixing five courses water profing Sqm

treatment with bitumen felt consisting of second and 466.84

fourth course of blown/ bitumen or/and residual

bitumen applied hot at 1.2 kg.per Sq.M.of area for each

course and first course with fibre base bitunen

saturated under lay type land third course with fibre base self

finished felt type 2 grade 1 and fifth and final course of

stone grit 6 mm and down size or pea sizes gravel

spread at 0.008 Cu.Metre/Sq.metre

preparation of surface excluding grading complete. (upto

10 ton) including

72 1.00 Providing and fixing on wall face C.I. Rain water pipe Rmt

including filling the joints with spun yarn soaked in neat 283.62

cement slurry and cement mortar 1:2(1- Cement :

2-fine sand) (A) 75 mm dia.

73 1.00 Providing 15 mm thick cement plaster in single coat Sqm

on Rough (Similar) side of single or half brick walls for 174.83

interior plastering up to floor two level and finished even

and smooth in (i) Cement mortar 1:3 (1-cement :3-sand)

74 1.00 Providing 20mm thick sand faced cement plaster on walls Sqm

upto height 10 metres above ground level consisting of 215.78

12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc.

75 1.00 Colour washing with lime on wall surface (two coats) Sqm

over and including a primary coat of white washing to 12.29

give an even shade after through brooming the surface to

remove all dirt, dust, mortar drops and other foreigh

76 1.00 Removing dry or oil bound distemper by a Sqm

washing and scraping and sand papering the wall 11.19

surface smooth including necessary repairs to

scratches complete.

77 1.00 Distempering with dry distemper of approved brand and Sqm

manufacture (two coats) and of required shade on wall 46.94

surfaces of given an even shade, over and including

a priming coat of whiting after thoroughly brooming

the surface free from mortar dropping and other

foreign matter.

77 a 1.00 Extra Coat for Above Item over above for every Sqm

subsequent coat of approved brand and manufacture. 30.09

78 1.00 Distempeing (Two coats) with oil bound distemper of Sqm

approved brand and manufacture and of required shade 76.08

on wall surfaces to give an even shade, over and

including a priming coat with distemper primer of

approved brand and manufacture after thoroughly

brushing the surface free from mortar dropping and

other foreign matter and also including preparing

the surface even and sand papered smooth.

79 1.00 Extra Coat for Above Item over above for every Sqm

subsequent coat of approved brand and manufacture. 8.04

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

approved brand and manufacture on undecorated 78.44

wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

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

painting with plastic emulsion paint of approved brand 33.39

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

approved brand on ceilings and sloping roofs. 5.36

82 1.00 Applying priming coat over new steel and other metel Sqm

surface after and including preparing the surface by 34.34

throughly cleaning, oil, grease, dirt and other foreign

matter and scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming paint brushing

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

steel and other metal surface with enamel paint, 86.94

brushing, interior to give an even shade including cleaning

the surface an even shade including cleaning the surface

of all dirt, dust and other foreign matter.

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

previously painted steel and other metal surface with enamel 54.35

paint, brushing to give an even shade including cleaning

the surface of all dirt, dust and other foreign matter.

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

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

Contractor’s Quoted Rate: -

Net Quoted Tender Amount Rs.

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

Date: (West Zone)

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

guarantee of said work must be of Ahmedabad city branch, which mentioned

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

permanentbasis.

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

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

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

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

period up to March 31,

(1) Commercial Banks :

(1) Kotak Mahindra Bank

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

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

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

(2) Rajkot Nagarik Sahakari Bank Ltd.

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

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIAL CONDITION OF CONTRACT

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

management and progress of the work as per the AMC's prevailing circulars and as directed by

engineer- in-charge on daily basis.

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

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

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

be effective up to handing over the possession. Incase of any Incident i.e. fatal accident that

occurs at site, complete responsibility will be of the Contractor.

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

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

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

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

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

local or other, and for their payment, housing, feeding, transport and other facilities according

to prevailing labour laws.

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

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

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

occurance. Repeated failure of more than 3 times, the contractor shall be blacklisted. No

further claim shall be entertained and the work shall be carried out of current market rate

and supervision charges of 27% at the risk and cost of contractor after the due date of

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

only apply. Contractor can not stop the work due to on availably of labour force. In case

progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work

done after time limit, maximum up to 10% for remaining work.

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

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

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

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

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

bills of contractors.

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

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

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

directed"/approved" by the Engineer-in-charge.

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

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

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

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

aspects in the relevant Indian Standards shall be referred to.

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

the following limits:

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

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

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

15. The distance, which constitutes lead, shall be determined along the shortest practical route and

not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard

shall be taken as final.

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

17. Lift shall be measured from plinth level.

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

specifications shall be deemed to be included there in.

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

work is in the form of a designation containing the number of the specification of the material

and prefix 'M' e.g. 'M-5'.

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

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

materials used in the work found defective at a later date.

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

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

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

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

such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for the work.

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

the site of work within 24 hours.

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

numbers and in good working condition on the site of the work.

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

particular item.

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

checking lines, levels, alignment of the works during execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

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

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

of the structure.

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

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

works as also of the work itself.

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

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar

days (120) from opening of price bids.

SECURITY DEPOSIT

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

furnish to the Corporation Security Deposit of 5% (five percent) of the contract price cheque or

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

CONTRACTOR'S SIGNATURE & STAMP ADDL.CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 06 Monthafter the order to start the works. Progress of work

should be in proportion to time limit.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Rules framed the to under.

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

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

on his own during the period. If any tenderer withdraw or makes any modifications or addition in

the terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

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

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

bills payable to the contractor. Contractor has to make his own arrangement for procurement of

steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

form of demand draft or in cash.

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

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.

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

by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Period

1 Construction of bricks compund Rs. 8,33,801.74 Rs. 8,338.00 06 Months

wall , colour work , Gypsum False

Ceiling work ,GI MS structure

shed plumbing work and other

Mis. Furniture and Nessasry civil

work at Diff. Muni. garden and

Muni. School & Other buildings

in Navrangpura ward at 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.900.00 in the form of Demand

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

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

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

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

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

specified in Clause 2 of Financial Condition.

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

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

Ahmedabad-380013.

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

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

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

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

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

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

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

responsibility for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

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

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

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

appointed time and location on the next working day.

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

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

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

may consider appropriate.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

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

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

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

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

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

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

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

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

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

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

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

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

prescribed by the Contract.

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

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

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

8. Clarification of Bids

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

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

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

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

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

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

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

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

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

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

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

decisions may result in the rejection of his bid.

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

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

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

bidder’s own expense.

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

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

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

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

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

expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

valid for 28 days beyond the validity of the bid.

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

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

(five percent) of the Contract Price .

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

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

period and discontinuity period.

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

per format shall be issued as per Memorendum of work.

(E) Retention :-

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

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding

GST) etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall

be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any

other state Govt. or institutions. Copy of registration should be attached with tender document.

Tenderer who was not registred in AMC must be get registred in panel of approved AMC contractor.

2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources Department

with the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2

liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the

Engineering in charge.

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

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

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific

mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

6. All measurement 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.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall

not absolve the contractor from the responsibility of replacing defective materials brought on site or

materials used in the work found defective at a later date. The contractor shall have no claim to any

payment or compensation whatsoever on account of any such materials being rejected by the Engineer

9. The contractor’s rate for the item of work shall be for the work completed in all respect.

10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect

before using them in the work.

11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed from

the site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

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

lines, levels, alignment of the works & all precautionary measures during execution shall have to be

kept in sufficient numbers and in good working condition at the site of the work. All excavated trench

shall be kept covered with barricade and caution tap.

14. Special modes of the construction not adopted in general Engineering practice, if proposed to be

adopted by the contractor shall be considered only if the contractor provided satisfactory evidence that

such special mode of construction and completion of work to the required strength and quality.

Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the

responsibility of any adverse effect and concordance of adopting the same in the course of exaction or

completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor

Mineral Act", and such other laws and rules prescribed by the Government from time to time.

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian

Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also of

the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of

actual work for which no any claim shall be entertained by A.M.C.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to be

executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for

20. The general terms & conditions of the contract shall be applicable & shall be binding on the contractor.

The contract agreement shall have to be executed between AMC & the agency to which work is

awarded for execution.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order

shall be issue to contractor and the time limit shall be start from the date of issue of the written work

order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order

shall be issue to contractor and the time limit shall be start from the date of issue of the written work

order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand

draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to

sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in

submission of S.D and shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or

His Designeted Officer will be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or specification

and the Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the

intent of the plants and specifications.

24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will

be payable by the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the

rates keeping in view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the

construction of the works and provide a satisfactory supply of potable water for drinking, washing,

sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of

connection, meter installation, water consumed, water required for testing purposes, disconnection

and the laying, maintenances and ultimate removal of any distribution system around the site.

29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor must

make his own arrangements with the Corporation and Electricity Supply Authorities and with other

contractors to connect and to take a supply from such services, paying all costs in connection

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of

the work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the

work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating

sets etc. as the case may be.

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria

mentioned above along with the bid. They shall have also to submit the income tax clearance

certificate and solvency certificate.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance

32. The contractor shall get the electrical works executed through the authorized Government approved

licensed electrical person or firm in appropriate category in accordance to contractual provisions.

33. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer in

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total

amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any

claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject

any or all the tenders without assigning any reason thereof.

37. The contractors are requested to quote their rates considering above tender conditions.

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special

reason (like site is not available and due to unavoidable circumstances arise), after evaluation of

situation the actual date of starting of work will be consider after approval of Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done

by the contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 06 months after the order to start the works. Progress of work should

be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and

instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may

be brought by him on site. This account shall be regularly maintained and kept open for inspection by

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

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.

For mixing mortar either for masonry or for plaster or for any other purpose contractor

shall have to prepare through of bigger size and mix the mortar in the required proportion. In

on case he shall be allowed to mix the mortar either on floor or any finished surfaces. The

contractor shall have to make his own arrangement for water required for the work.

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.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall

have to prepare the measures boxes according to this measure.

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 (180) 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 work is not started within specified time limit the penalty as per rule & tender condition delay of

start shall be recovered separately 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:-

v) Conditional tender shall not be accepted.

vi) All tenders are to be submitted in duplicate without which the tenders are liable to be

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

viii) 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'SSIGNATURE ADD.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

STANDARD DETAILED TECHNICAL SPECIFICATION OF ITEMS

Name of Work: Construction of bricks compund wall , colour work , Gypsum False Ceiling

work ,GI MS structure shed plumbing work and other Mis. Furniture and Nessasry civil work at

Diff. Muni. garden and Muni. School & Other buildings in Navrangpura ward at West Zone.

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

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

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

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

Clearing the site :

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

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

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

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

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

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

assume full responsibility for alignment, elevation and dimension of each and all parts of the work.

Contractor shall supply laborers, materials, etc. required for setting out the reference marks and bench

marks and shall maintain them as long as required and directed.

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

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

shutting or providing necessary slopes to a safe angle, at his own-cost. The payment for such

precautionary measures shall be paid separately if not specified. The bottom of the excavated area shall

be 1 evened both longitudinally and transversely. as directed by removing and watering as required. No

earth filling will be allowed for bringing it to level, if mistake or any other reason excavation is made.

deeper or wider that shown on the plan or directed. The extra depth or width shall be made up with

concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The

excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

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

ground in layer including ramming and watering etc.

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

place as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

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

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

made for surplus excavation made in excess of above requirements or due to slopping and sloping back

as found necessary on account of conditions of soil , and requirements of safety.

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

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

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

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

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

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

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

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

after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

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

Sand shall conform to M.

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

shall be broken.

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

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

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

The sand shall be rammed with iron rammers where feasible and with the butt ends of crow-bars, where

rammer cannot be used.

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

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

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

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

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

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

Mode of measurement and payment :

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

shrinkage or voids if consolidated as instructed above

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

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

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

including watering, ramming and consolidating etc. Complete

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

in depth and water thoroughly after each layer and shall be properly consolidated with rammers so that no

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

voids remain after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

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

aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and

Plinth (upto 10 ton)

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

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

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

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

and Plinth (upto 10 ton)

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

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

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

20mm nominal size) curing complete excluding cost of formwork and reinforcement ( up to {(a) to

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

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

two level including finishing the exposed surfaces with cement mortar 1:3 (1 cement : 3 find

sand) to give a smooth and even surface centering and form work and curing complete excluding

cost of reinforcement.

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

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

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

concrete mix shall be 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 10 mm

nominal size) by volume. Concrete work shall have exposed concrete surface or as specified in

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

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

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

(0.0342 Cu. M) for different proportions of mix shall be as under:

Grade of Total quantity of dry Proportion of fine Quantity of

aggregate by volume aggregate to coarse water per

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

to be taken as the cement

sum of individual maximum.

volume of fine and

coarse aggregates,

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

aggregate by volume but

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

limit of 1:1/2 and lower

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

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

be increased to overcome the difficulties of placement and compaction so that the water cement

ratio specified in the Table is not exceeded.

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

to give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty

with the means available.

2.6 the maximum size of coarse aggregate shall be as large as possible within the limits specified

but in no case greater than surround all reinforcement thoroughly and to fill the corners of the

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

considered satisfactory.

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

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

clear distance between the main bars, or 5 mm less than the minimum cover to the

reinforcement whichever is smaller.

2.9 Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate

may not be important and the nominal maximum size may sometimes be as greater than the

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

evidence that with the passage of time, neither the compressive strength of concrete is reduced

nor are other requisite qualities of concrete and steel impaired by the use of such admixtures.

3.0 Workmanship:

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

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

Meter. Boxes of suitable sizes shall be used for measuring sand aggregate. The size of the

boxes (internal) shall be 35 cms x 25 cms. and 40 cms deep. White measuring the aggregate

and sand, the box shall be filled without shaking ramming or hammering. The proportioning of

sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulkage

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

shall be kept in first class working condition and so maintained throughout the construction.

Measured quantity of aggregate, sand, cement required for each batch shall be poured into the

drum of the mechanical mixer while it is continuously running. After about half a minute of dry

mixing, measured quantity of water required for each batch of concrete mix shall be added

gradually and mixing continued for another one and half a minute. Mixing shall be continued till

materials are uniformly distributed and uniform color of the entire mass is obtained and each

individual particle of the coarse aggregate shows complete coating of mortar containing its

proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes

after all ingredients have been put into the mixer.

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

reasons, it shall be done on the smooth watertight platform large enough to allow efficient

turning over the ingredients of concrete before and after adding water. Mixing platform shall be

so arranged that no foreign material gets mixed with concrete nor does the mixing water flow

out. Cement in required number of bags shall be placed in a uniform layer on top of the

measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform

thickness on the mixing platform. Dry coarse and fine aggregate and cement shall then be mixed

thoroughly by turning over to get a mixture to uniform color. Specified quantity of water shall then

be added gradually through a rose-can and the mass turned over till a mix of required

consistency is obtained. In hand mixing quantity of cement shall be increased by 10 percent

above that specified.

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

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

concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate.

Mixing plant shall be thoroughly cleaned before changing from one type of cement to another.

3.3 Consistency :

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

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

1959. The slump of 10mm to 25mm. shall be adopted when vibrators are used and 80mm when

vibrators are not used.

3.4 Inspection:

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

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

general fitness but such inspection shall not relieve the contractor of his responsibility for the

safety of men, machinery, materials and for results obtained. Immediately before concreting, all

forms shall be thoroughly cleaned.

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

carpenter with helper shall invariably be kept present throughout the period of concreting.

Movement of labour and other persons shall be totally prohibited for reinforcement laid in

position. for access to different parts, suitable mobile platforms shall be provided so that steel

reinforcement in position is not disturbed. For ensuring proper cover, mortar blocks of suitable

size shall be provided so that steel reinforcement in position is not disturbed. For ensuring

proper cover, mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber

kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying:

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

transported and placed that no contemination, segregation or loss of its constituent material

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

before placing of concrete.

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

charge has been obtained.

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

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

a proper construction joint is formed. Concrete shall compacted in its final position within

minutes of its discharge from the mixer. Except where otherwise agreed to by the Engineer-in-

charge concrete shall be deposited n horizontal layers to a compacted depth of not more than

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

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

from a height exceeding 2 meters. When trunking or chutes are used they shall be kept close

and used in such a way as to avoid segregation. When concreting has to be resumed on a

surface which has hardened, it shall be roughened, swept clean, thoroughly wetted and covered

with a 13 mm thick layer of mortar composed of cement and sand in the same ratio as in the

concrete mix itself. This 13 mm layer of mortar shall be freshly mixed and placed immediately

before placing of new concrete. Where concrete has not fully hardened, all laitance shall be

removed by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid

dislodgment of any particles of coarse aggregate. The surface shall then be thoroughly wetted,

all free water removed and then coated with neat cement grout. The first layer of concrete to be

placed on this surface shall not exceed 150 mm in thickness and shall be well rammed against

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

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

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

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

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

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

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

before the initial setting starts i.e. within 30 minutes of addition of water to dry mixture. During

compaction, it shall be observed that needle vibrators are not applied on reinforcement which is

likely to destroy the bond between concrete and reinforcement.

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

running water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process.

It shall be covered with wet sacking, hassain or other similar absorbant material approved, soon

after the initial set and shall be kept continuously wet for a period of not less than 14 days from

the date of placement. Masonary work over foundation concrete may be started after 48 hours of

its laying but curing of concrete shall be continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete:

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

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

random sampling procedure shall be adopted to ensure that each concrete batch shall have a

reasonable chance of being tested i.e. the sampling should be spread over the entire period of

concreting and cover all mixing units. The minimum frequency of sampling of concrete of each

grade shall be in accordance with following:

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

in the work samples the works

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

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

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

concrete shall be taken on each day of the concreting as per above frequency. The number of

specimens may be suitably increased as deemed necessary by the Engineer-in-charge when

procedure of tests given above reveals a poor quality of concrete and in other special cases.

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

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

less than the specified strength provided the lowest value is not less than 85% of the specified

strength. If the concrete made in accordance with the proportions given for a particular grade,

does not yield the specified strength; such concrete shall be classified as belonging to the

appropriate lower grade. Concrete made in accordance with the proportions given for a

particular grade shall not, however, be placed in a higher grade on the ground that the test

strength are higher than the minimum specified.

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

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

local conditions, character for the structure, the weather and other condition that influence the

setting of concrete and of the materials used in the mix. In normal circumstances (generally

where temperatures are above 20 C) and where ordinary concrete is used, forms may be struck

after expiry of periods specified in item No 9.1(A) for respective item of form work.

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

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

necessary in order to ascertain that the concrete has sufficiently hardened. Centering shall be

gradually and uniformly lowered in such manner as to permit the concrete to take stresses due

to its own weight uniformly and gradually. Where internal metal ties are permitted, the or their

removable parts shall be extracted without causing any damage to the concrete and remaining

holes filled with mortar. No permanently embedded metal part shall have less than 25 mm cover

to the finished concrete surface. Where it is intended to re-use the form work, it shall be cleaned

and made good to the satisfaction of the Engineer-in-charge. After removal of form work and

shuttering, the Executive Engineer shall inspect the work and satisfy by random checks that

concrete produced is of good quality.

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

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

concrete member to a depth of at least 25 mm below the surface of the concrete and the

resulting holes be filled by cement mortar. All fine caused by form joints, all cavities produced by

the removal of form ties and all other holes and depressions honeycomb spots, broken edges or

corners and other defects shall be thoroughly cleaned, saturated with water and carefully

pointed and rendered true with mortar of cement and fine aggregate mixed in the proportions

used in the grade of concrete that is being finished and of as dry consistency as is possible to

use. Considerable pressure shall be applied in filling and pointing to ensure thorough filling in all

voids. Surfaces which are pointed shall be kept most for a period of 25 hours.

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

character as to effect the strength of the structure materially or to endanger the life of the steel

reinforcement, he may declare the concrete defective and require the removal and replacement

of the portion of the structure affected.

4.0 Mode of measurement and payment:

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

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

deduction shall be made for –

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

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

(b) Opening up to 0.1 Sq. M.

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

position, vibrating and compacting, finishing, as directed, curing and all other incidental

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

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

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

aggregate 20 mm nominal size) and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in :

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

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

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

1.0 Materials & Workmanship

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

carried out for reinforced concrete work for work as specified in item 1.2. In addition, the

following stipulations shall be followed for :

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

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

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

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

requisite cover of concrete over the reinforcement.

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

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

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

with slotes accurately out in them. The temphtes shall be removed after concreting has been

done below it. The bars may also be suitably tied by means of annealed steel wires to the

shuttering to maintain their position during concreting.

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

to be attached or bounced to later on, shall be protected with a coat of thin neat cement grout, if

the bars are not likely to be incorporated with succeeding mass of concrete within the following

10 days. This coat of thin neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

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

Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere

work, using cement content as per approved Design Mix manufactured in fully automatic batching

plant and transported to site of work intransit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of admixtures in recommended

proportions as per IS:9103 to accelerate/ retard setting of concrete, improve work ability without

impairing strength and durability as per direction of theEngineer-in-charge. Without Fly Ash (Min

cement level as per latest IS456 shall be maintained) (Cement level 320 kg )The earth obtained from

excavation shall be filled in layers not exceeding 20 cms. in depth and water thoroughly after each

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

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

Workmanship in general confirm to C –2.

Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere

work, using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended proportions as per IS:9103 to accelerate/

retard setting of concrete, improve work ability without impairing strength and durability as per direction of

theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained)

(Cement level 320 kg )The earth obtained from excavation shall be filled in layers not exceeding 20 cms. in

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

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

voids remain after work. Workmanship in general confirm to C –2.

Mode of Measurement shall be on cubic meter basis.

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,

improve work ability without impairing strength and durability as per direction of theEngineer-in-

charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere

work, using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as

per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be

maintained) (Cement level 400 kg )

Mode of Measurement shall be on cubic meter basis.

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work intransit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,

improve work ability without impairing strength and durability as per direction of theEngineer-in-

charge. Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere

work, using cement content as per approved Design Mix manufactured in fully automatic batching plant

and transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve work ability without impairing strength and durability as

per direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be

maintained) (Cement level 450 kg )

Mode of Measurement shall be on cubic meter basis.

Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS

shall be maintained) (Cement level 475 kg )

Providing and laying in position Ready Mixed M-350 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456shall

be maintained) (Cement level 500 kg )

Materials & Workmanship :

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform

to M-8. Coarse aggregate shall conform M-12 B.

The proportioning of cement and aggregates shall be done by weight and necessary precautions shall

be taken in the production to ensure that the required work cube strength is attained and maintained.

The controlled concrete shall be in grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with

prefix controlled added to it. The letter ‘M’ refers to mix and numbers specify 28 days works cube

compressive strength of 150 mm cubes of the mix expressed in Kg. / Cmt.

The proportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch

machine shall be used for maintaining proper control over the proportion of aggregates as per mix

The strength requirements of different grades of concrete shall be as under:

Grade of Concrete Compressive strength of 15 cms 28 cubes in Kg./Cmt. at with I.S.

days conducted in accordance 516-1959

Preliminary test Work test

In all cases, the 28 days compressive strength specified in above table above be the criteria for

acceptance or rejection of the concrete

Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two

grades specified in the above table such concrete shall be classified in for all purposes as concrete

belonging to the lower of the two grades between which its strength lies.

The proportions for ingredients chosen shall be such that concrete has adequate workability for

conditions prevailing on the work in question and can be properly compacted with means available

except where it can be shown to the satisfaction of the Engineer-in-charge, that the supply of properly

graded aggregate of uniform quality can be maintained till the completion of work. Grading of aggregate

shall be controlled by obtaining the coarse aggregates, in different sizes and being in them in the right

proportions as required. Aggregate of different sizes shall be stocked in separate stock piles. The

required quantity of material shall be stock piled several hours, preferably a day before use. The grading

of coarse and fine aggregate shall be checked as frequently as possible, the frequency for a given job

being determined by the Engineer-in-charge to ensure that the suppliers are maintaining the uniform

grading as approved for samples used in the preliminary tests.

In proportioning concrete, the quantity of both cement and aggregate shall be determined by weight.

Where the weight of cement is determined by accepting the maker’s weight per bag a reasonable

number of bags shall be weighted separately to check the net weight. Water shall either be measured by

volume in calibrated tanks or weighed. All measuring equipments shall be maintained in clean and

serviceable condition. Their accuracy shall be periodically checked.

In is most important to keep the specified water cement ratio constant and at its correct value. To this

end, moisture content in both fine and coarse aggregates shall be determined by the Engineer-in-charge,

according to the weather conditions. The amount of mixing water shall then be adjusted to compensate

for variations in the moisture content. For the determination of moisture content in the aggregates, I.S.

2389(Part III) shall be referred to. Suitable adjustments shall also be made in the weights of aggregates

due to variation in their moisture content. Minimum quantity of cement to be used in concrete shall not be

less than 220 Kgs./M 3 in plain concrete and not less than 250 Kg/M3 in reinforced concrete.

Mode of measurement and payment:

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

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

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

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

Opening up to 0.1 Sq. M.

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

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

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

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and

curing complete, excluding the cost of form work and reinforcement for reinforced

concrete work in:

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone

aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the

cost of form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having

more than 13 cm and upto 15 cm.thickness

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded stone

aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of

form work but excluding the cost of reinforsement for R.C.C work in (iv) Slabs having more than 13 cm

and upto 15 cm.thickness

Mode of Measurement shall be on cubic meter basis.

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-

graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc.

complete including the cost of form work but excluding the cost of reinforsement for R.C.C

work in (iv) Slabs having more than 8 cm and upto 10 cm.thickness

Mode of Measurement shall be on cubic meter basis.

Item No. 16(A) :

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B)

Conventional (upto 10 ton)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick

shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before

use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of

through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except

when necessary to complete to bond; closer in such case shall be cut to required size and used near the

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall

first be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side

face shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of

course, the vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint

shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other.

The thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s

sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for

frequent checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected

brick work shall be kept not more than one meter over the rest of the work. Where this is not possible,

the work shall be raked back according to bond (and not left toothed) at an angle not steeper than

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in

wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed

mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,

when the mortar is still green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a

period seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the

top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for

the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush

with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the

thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to

plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.

Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding

in masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area

does not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed

Cms. and the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.

for concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,

throating and making Arches over the aperture be paid for separately.

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

Brick work using common burnt clay building bricks having crushing strength

not less than 35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1-Cement :6

- fine sand) B) Modular

Extra for brickwork in super structure above plinth level upto floor two level (B) Conventional

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick

shall conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before

use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of

through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except

when necessary to complete to bond; closer in such case shall be cut to required size and used near the

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first

be properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face

shall be flushed with mortar before the next brick is laid and pressed against it. On copletion of course,

the vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint

shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The

thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s

sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent

checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected

brick work shall be kept not more than one meter over the rest of the work. Where this is not possible, the

work shall be raked back according to bond (and not left toothed) at an angle not steeper than

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in

wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed

mm. The face joints shall be raked out as directed by taking tools daily during the progress of work,

when the mortar is still green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a

period seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the

top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for

the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush

with the top to plinth, the inside plinth offset shall be kept lower than the outside plinth top by the

thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to

plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final.

Battered, tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding

in masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional

area does not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed

Cms. and the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc.

for concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,

throating and making Arches over the aperture be paid for separately.

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

Half brick masonry in common brunt clay building bricks having crushing strength not less than

35 Kg/Sq.Cm. in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

The rate shall be for a unit of Sq. Mt.

Extra for half brick masonry in super structure above plinth level upto floor two level (B)

Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3. Sand

shall conform to M-6. Cement mortar shall conform to M-11.

Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to item No.

7 except the brick work of half bricks shall be carried out.

Cement mortar used in masonry work shall be in proportion of 1 part of cement and 5 part of sand by

All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses. The wall

shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly

vertical. The bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work

as required for frequent checking.

Mode of measurement and payment:

The half brick masonry work in foundation and plinth shall be measured under this item, the limiting

dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the

specified dimensions shall be ignored.

The relevant specifications of item No. 7 shall be followed. The length shall be measured nearest to one

The rate shall be for a unit of Sq. Mt.

Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete

unit of approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/

3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube

compressive strength not less than 20 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 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/

3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not

less than 20 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound

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

The rate shall be for a unit of Sq. Mt.

Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete

unit of approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/

3000 mm/ 3300 mm in legth made from of controlled cement concrete M20 having cube

compressive strength not less than 20MP a jointing with high strength & tensile adhesion non-

shrink cementitious joint compound/ P.U.Foam. (Plaster not required)

Providing and laying Pre cast Light weight concrete hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/

3300 mm in legth made from of controlled cement concrete M20 having cube compressive strength not

less than 20MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/

P.U.Foam. (Plaster not required)

The rate shall be for a unit of Sq. Mt.

Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/

3300 mm in legth made from of controlled cement concrete M35 having cube compressive

strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink

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

Providing and laying Pre cast Regular concrete hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/

3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not

less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound/

P.U.Foam. (Plaster not required)

The rate shall be for a unit of Sq. Mt.

Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/

mm/ 3300 mm in legth made from of controlled cement concrete M35 having cube compressive

strength not less than 35 MP a jointing with high strength & tensile adhesion non-shrink

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

Providing and laying Precast Regular concrete hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide and 2400 mm/ 2600 mm/ 2850 mm/ 3000 mm/

3300 mm in legth made from of controlled cement concrete M35 having cube compressive strength not

less than 35 MP a jointing with high strength & tensile adhesion non-shrink cementitious joint compound

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

The rate shall be for a unit of Sq. Mt.

Providing form work of ordinary timber planking so as to give a rough finish including centering

shuttering, strutting and propping etc. height of propping and centering below supporting floor

to celling not exceeding 4 m. and removal of the same for in site reinforced concrete and plain

concrete work in foundations, footing, bases of columns, and mass concrete. ( up a to h)

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not

be less than that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans and be so

constructed as to remain sufficiently rigid during the placing and compacting of the concrete. Adequate

arrangements shall be made by the contractor to safe guard against any settlement of the form work

during the course of concreting and after concreting. The form work of shuttering, centering, scaffolding

bracing etc shall be as per design.

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form

before the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly

wetted or treated. The surface shall be then coated with soap solution applied before concreting is done.

Soap solution for the purpose shall be prepared by dissolving yellow soap in water to get consistency of

paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture may be applied in case

steel shuttering is used. Soap solution or raw linseed oil shall be applied after thoroughly cleaning the

surface. Care shall be taken that the coating does not get on construction joint surface and

reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck after expiry of

following periods:

Sides of walls columns and vertical faces of beam 24 to 48 hours.

Beams soffits (Props left under) 7 days.

Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

Procedure when removing the form work:

All form work shall be removed without such shock or vibration as would damage the reinforced concrete

surface. Before the soffits form work and struts are removed, the soffits and the concrete surface shall

be exposed where necessary in order to ascertain that the concrete has sufficiently hardened.

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute

safely of the form work and concrete work before, during and after pouring concrete. Watch should be

kept to see that behavior of centering and form work is satisfactory during concreting. Erection should

also be such that it would allow removal of forms in proper sequence without damaging either the

concrete or the forms to be removed.

The props of centering shall be provided on firm foundation or base of sufficient strength to carry the

loads without any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before

concreting. But this will not relieve the contractor of his responsibility for strength, adequacy and safety

of form work and centering. If there is a failure of form work or centering, contractor shall be responsible

for the damages to the work, injury to life and damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be

provided and removed on completion work by contractor at his own expense. The scaffolding, hoisting

arrangements and ladders etc. shall be strong enough to with stand all live, dead and impact loads

expected to act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall

be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford

easy inspection.

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost

of materials and labour for various operations involved such as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering

propping, bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,

columns and the like.

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Rate shall be paid in Sq.m

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. (upto 10 ton)

(B) Indian Teak Wood (iii) Partly panelled and partly glazed. (upto 10 ton)

(C) Indian Teak Wood (iii) Partly panelled and partly glazed.

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including

black enamelled M.S.butt hinges with necessary screws..

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

(B) Indian teak wood. (ii) Fully Glazed.(upto 10 ton)

(C) Indian teak wood. (iii) Partly panelled and partly glazed. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing 35 mm thick panelled, glazed or panelled and glazed shutters for Doors

windows and clear story windows including anodised alluminium But hinges with necessary

screws and indian teak wood shutters with.

(A) Plywood sheet panels. (upto 10 ton)

(B) Particle board panels (upto 10 ton)

(C) Hard board panels. (upto 10 ton)

(D) Asbestos sheet panels. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S.

butt hinges with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)(a to b)

Providing and fixing 25 mm thick shutters for cup boards etc. including black enamelled M.S. butt hinges

with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to

fames with screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid

separately) (upto 10 ton)

Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with

screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto

Item should be executed as per site require ements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing in partitions 4 mm thick medium hard board of approved quality including

fixing to fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be

paid separately) (upto 10 ton)

Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to

fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at

suitable distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto

25 mm thick wooden shelves supported on 40 x 40 mm x 6 mm T or L iron brackets fixed at suitable

distances but not exceeding 75 cm. apart with Mango wood or equivalent quality. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at

suitable distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto

40 mm thick wooden shelves supported on 40 x 40mm x 6 mm T or L iron brackets fixed at suitable

distances not exceeding 75cm. Apart with Mango wood or equivalent quality. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden

frames of windows and clerestory windows.(upto10 ton)

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of

windows and clerestory windows.(upto10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Kg.

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 bolts and

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

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or round bars with round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Kg.

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.

x 7 cm. size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm.

size including 3 coats of oil pa inting to wood work etc.complete. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame

cm.x7 cm. size including 3 coats of oil painting to wood work etc.complete.with wooden louvers

plank 12mm thick (upto 10 ton)

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm.x7 cm.

size including 3 coats of oil painting to wood work etc.complete.with wooden louvers plank 12mm thick

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including

Indian teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures 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 clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including

primer coat of approved quality and two coats of oil painting etc, complete.(ii) Fully Panelled.

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Sq.m

Providing and fixing 35 mm thick shutters for Doors, windows and clere story windows including

Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and

fastenings including primer coat of approved quality and two coats of oil painting etc,

complete.(ii) Fully Panelled.

Wood for shutter shall conform to M-29 (2) Anodised aluminium butt hinges shall conform to M-43.

Workmanship: The item covers the requirement of preparation of shutters for doors, windows,

clerestory windows, their supply and fixing.

Panelled shutters shall be constructed in the form of timber frame work of styles and rails with panel,

inserted of type as specified in the detailed drawings. Panel shall be fixed by providing grooves in the

style and rails. The styles and rails shall be joined to each other by mortise and tenon joints at right

All members of the shutters shall be straight without any warp or how and shall have smooth, well planed

faces at right angles to angles to each other.

The size of styles and rails shall be as per drawing or as directed. Styles and rails of shutters shall be

made of one piece only.

Timber paneling:

Thickness of the panel shall be as specified in the item as shown in the drawing or as directed. If

the panel is made from more than one piece, the pieces shall be finished as shown in the detailed

drawings and shall be joined with continuous groove with specified size. The end pieces of the panel and

the top and bottom of the panel shall be provided with continuous tongue to frame into groove of the

frame shutter. An air space of 1.5 mm shall be left in the groove of frame shutter while fixing the panels

The faces of the panel as well as various pieces of the panel shall be closely fitted to the size of the

Finishing of the corners of raised panel edges shall be done as shown in drawings or as directed.

Fixtures & Fastenings:

The rate shall include anodised aluminium butt hinges including fixing with iron screws. The size and

number of hinges shall b as per table given in annexure-1.

Mode of measurements and payment:

The rate for shutter includes cost of providing block and clear for keeping the shutter in open

position as directed.

The dimension of the shutter shall be measured clear size of the shutter in close position

between the grooves of the frame.

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

(A) (II)Providing and fixing 35 mm thick fully glazed shutters for doors, windowsand clerestory

windows including anodised aluminium butt hinges with necessary streces, Indian Teak

Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt

hinges shall conform to M-43.

The relevant specifications of item No. 10.12(A) I shall be followed except that the 35 mm thick

shutters fully glazed for doors, windows and clerelstory windows including aluminium butt hinges with

necessary screws.

The glass panels shall be embodied in putty and secured to the rebate by wooden beds or

mouldings shape and size as approved with counter sunk screws of suitable size.

The glass panel shall be properly cut to fit the rebates of the frames and sashes fully with a light

minus margin of about 1.5 mm on all sides. Before glazing the frame shall be primed and prepared for

painting so that wood may not draw oil out of putty.

The rebate shall be putted to an extent to provide bedding all round the glass.

The glass shall then be bedded in putty and fitted to frames with wooden beads or mouldings as

directed and secured with counter sunk screw. The screw shall be spaced not more than 10 mm form

each corner and not more than 200 mm apart.

The size of the rebate in the frame and size and shape of beads or moulding shall be as per

detailed drawings or as directed. The beds or mouldings shall have mitered corners.

Mode of measurement and payment:

The relevant specifications of item No. 10.12(A)(I) I shall be followed.

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

A) (III)Providing and fixing 35 mm thick partly panelled and partly glazedshutters, or doors,

windows including anodized aluminium butt hinges with necessary screws, Indian teak

Materials: Teak wood shall conform to M-29. Glass shall conform to M-38. Anodised aluminium butt

hinges shall conform to M-43.

Workmanship: The relevant specifications of item No. 10.12(A) (I) and 10.12(A)(II) shall be followed

except that the 35 mm thick shutters shall be partly panelled and partly glazed for door windows,

clerestory windows etc., as per drawings.

Mode of measurement and payment:

The relevant specifications of item No. 10.12(A)(I) shall be followed. Teak wood incl.Brass fixtures and

S.S.Hingers as approved by Engg.in charge.

The rate shall be for a unit one sq. meter.

Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER

consisting of frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x 19 mm for

stiles and 15 mm x 15 mm for to p and bottom rails. M.S. frames hall have a coat of steel primers

of approved make and manufacture, M.S. frames hall be covered with 5 mm thick heat moulded

PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm thick 75 mm wide PVC sheets for to

prail, lock rail and bottom rail on either side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC

sheet as gap insert for to p rail and bottom rail, Panelling of 5 stiles and rails with 30 mm wide x

mm thick PVC sheet beading on eighter side, and joined together with solventcement adhesive,.

An additional 5 mm thick PVC strip of 20 mm width is to be stculkon the interiors ide of the ‘c’

channel using PVC solventcement adhesive etc. complete as per direction of Engineer incharge,

manufacture’s specification and drawing.

PVC doors shall be provided with EZ-7 section doorframe as mentioned in the item description. The

size of the door shall be as per the drawing. The overall thickness of PVC doors shall be 24 mm.

The aluminium fixtures and fastenings shall be fixed to the shutters as directed by the engineer-in-

The doors shall be of Sintex or any other approved make.

The holes for the hardware to be fitted shall be marked first on the door (for hinges, handle, tower

bolt, aldrop etc.); pilot holes of 3 mm shall be pre-drilled and then hinges is to be fitted on door.

Screws shall not hammered on the door but fastened by hand/electric screw driver.

Mode of measurement:

The rates of the PVC doors shall be on the basis of area in sq.mt. of PVC doors procured and fixed

by the contractor. No separate payment for the aluminum fixtures and fastenings shall be payable.

Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm braced

with flat iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x 6 mm with 38 mm

dia steel pulleys complete with bolts, units, locking arrangements, stoppers, handles, including a

priming coat of red lead paint & approved make.

Materials: The collapsible steel gate shall conform to M-33.

T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded in cement

concrete on floor and lintel. The anchor bolts shall be placed approximately at 45 mm centers

alternatively in the two flanges of the T iron. In the bottom runner (T-iron) shall be embedded in the floor

and proper groove shall be formed along the runner for the purpose. The collapsible gate shall be fixed

at the sites by fixing the end double channels in the T-Iron rail and also by hold fasts bolted to the end

double channel and fixed in the masonry of the side walls or the otherwise.

In case where the collapsible gate is not required to the lintel beams or slop above, a tee iron

suitably designed may be fixed at the top embedded in masonry and provided with necessary clamps

and roller arrangement at the top.

All the adjoining work damaged while fixing of gate shall be made good to match the existing

work without any extra payment.

All the members of the collapsible gate including T-Iron shall be thoroughly cleaned of rust,

scales, dust etc. and given a priming coat of red lead before fixing them in position.

Mode of measurements and payment:

The collapsible gate shall be measured in sq. meter. The height of the gate shall be measured

as the length of double channels and breadth from outside to outside of the end fixed double channels in

open position of the gate. The rate includes providing handles, locking arrangements, stoppers etc.

The rate shall be for unit of one sq. meter.

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 25 mm dia. pulley,

40x40x6 mm angle and T-iron huide rail at top and bottom respactively with handles, stoppers

and locking agangement etc, including applying a priming coat of red lead paint. (upto 10 ton)

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 25 mm dia. pulley,

40x40x6 mm angle and T-iron huide rail at top and bottom respactively with handles, stoppers and

locking agangement etc, including applying a priming coat of red lead paint. (upto 10 ton)

Item should be executed as per site conditions and instructions given by Engg-In-Charge.

The rate shall be for unit of one sq. meter.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths

inter-locked together through their entire length and jointed together at theends by end locks

mounted on specially designed pipe shaft with bracket plates, guide channels and arragements

for inside and out side locking with push-pull operation including the cost of hood cover and

spring etc. complete. (A) Shutters having width below 3.5 M.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.laths inter-

locked together through their entire length and jointed together at theends by end locks mounted on

specially designed pipe shaft with bracket plates, guide channels and arragements for inside and out

side locking with push-pull operation including the cost of hood cover and spring etc. complete. (A)

Shutters having width below 3.5 M.

Item should be executed as per site conditions and instructions given by Engg-In-Charge.

The rate shall be for unit of one sq. meter.

Providing & Fixing in position Alluminium doors with frame using approved quality anodised

extruded alluminium section as approved by Engg.in charge(Jindal alluminium)(a) Frame

sections 101.6x44.45 mm (b) Shutter bottom vertical & top section 83.5x44.45 (wt.1.31 kg/mt.)(at

1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at

100x44.3 wt.(1.37 kg/mt) incl.providing & installing 5 mm thick approved color Acrylic sheet of

standard quality fixed with glazing chips on upper pannel & Laminated sheet on lower pannel

(wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in charge

Metalic Color Anodized Aluminum alloy used in the manufacture of extruded sections for the

fabrication of doors, windows, ventilators shall confirm to designation HE9-WP of IS:733.

Transparent sheet glass shall confirm to the requirements of IS:2835. Wired and figured glass

shall be as per IS:5437. Builder's hardware of fittings & fixtures shall be of the best quality from approved

All aluminum doors, windows, ventilators and partitions shall be of the type and size as

specified. The doors, windows, ventilators shall confirm to the requirements of IS: 1948. Aluminum

windows, shall confirm to IS: 1949, if so specified. All aluminum units shall be supplied with Metallic

color anodized finish. The minimum anodic film thickness shall be 0.015 mm. Doors, windows and

ventilators shall be of an approved manufacture. Fabrication of the units shall be with the extruded

sections, cut to correct lengths, mitred and welded at the corners to a true right angle conforming to the

requirements of IS: 1948. Tolerance in overall dimensions shall be within ± 1.5mm. The frames and

shutters shall be free from warp or buckle and shall be square and truly plane. Punching of holes, slots

and other provisions to install fittings or fixtures later shall be made at the correct locations, as per the

Aluminium swing type doors, aluminum sliding windows, partitions shall be as specified. IS: 1948 and IS:

1949 shall be referred to incorporates the sizes, shapes, thickness and weight per running meter of

extruded sections for the various components of the units. However, new sizes, shapes, thickness with

modifications to suit snap-fit glazing clips etc. are being continuously being added by various leading

manufacturers of extruded sections, which are available in the market. As such, the sections of the

various components of the unit proposed by the Contractor, will be reviewed by the GSDWICL and will

be accepted only if they are equal to or marginally more than that given in the codes/as specified.

Specific provisions as stipulated for steel doors, windows, and ventilators under related clause shall also

be applicable for this item work. Glazing beads shall be of the snap-fit type suitable for the thickness of

glazing proposed as indicated in the items of works prepared by the Contractor. A layer of clear

transparent lacquer shall be applied on Aluminium sections to protect them from damage during

installation. This lacquer coating shall be removed after the installation is completed.

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Providing and fixing extruded aluminum window having extruded aluminum Colour Powder

Coatedsectionframemainoutersize127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384

Kg/mt),horizontal Four track member size122.20mm x31.75mm x1.10mm (ofJinda lSection

no:8787,@ Wt.1.205Kg/ mt) ,vertical member of size122.20mm x31.75 mm x1.50 mm (ofJindal

Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of horizontal member size

40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical member of size

40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section

8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder

coated aluminum fittings and

fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor

Providing and fixing extruded aluminum window having extruded aluminum Colour Powder

Coated section frame main outer

size127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizontal Four track member

size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt) ,vertical member of

size122.20mm x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of

horizontal member size 40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical

member of size 40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section

8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Providing & Fixing in position Alluminium vents with frame using approved anodised extruded

alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent

(Approved Rate) Frame section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing

mm thick approved color Acrylic sheet of standard quality etc.comp.

Providing & Fixing in position Alluminium vents with frame using approved anodised extruded

alluminium section as approved by Engg.in charge.(Jindal alluminium) units equivalent (Approved Rate)

Frame section of 63.50 x 38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved

color Acrylic sheet of standard quality etc.comp.

Mode of measurement

Measurement will be given on the Smt. basis of actual area of the Aluminum section.

Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm

(Jindal Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation

with 5 mm thick frosted glass as details etc complete for Ventilation

Providing and fixing standared extruded of alluminium section of size 63 mmx38.10 mmx1.2 mm

(Jindal Section:2434, @ Wt.0.643 Kg/mt) with colour anodized alluminium frame for ventilation with

mm thick frosted glass as details etc complete for Ventilation

ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.

ITEM SHALL BE PAID IN SMT

Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1.95mm,@

Wt 1.094Kg / Rmt with colour Powder Coated alluminium frame with 5 mm thick transparent

bronze colour tinted float glass as details etc complete for Fix Partition

ITEM SHALL BE EXTUCUTED AS PER INSTRUCTION GIVEN BY ENGG. INCHARGE.

ITEM SHALL BE PAID IN SMT

Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand:

4-graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or

white and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement

marble powder mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-

marble chips by volume) (C) Medium Shade pigment with approx 50% white cement and 50%

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

Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-

graded stone aggregate 10 mm and down gauge) and to player 10 mm thick with white, black or white

and blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in cement marble powder

mix 3:1 (3-Cement:1-Marble powder by weight) in proportion of 4:7 (4-Cement: 7-marble chips by

volume) (C) Medium Shade pigment with approx 50% white cement and 50% ordinary cement (In top

layer only) (upto 10 ton)

Item should be executed as per site conditions and instructions given by Engg-In-Charge.

The rate shall be for a unit Sq.m.

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic

finish to player 6 mm white, black or white and black marble chips of size from smallest to 4 mm

nominal size laid in cement marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in

proportion of 4:7 (4-cement marble powder mix: 7-marble chips by volume) 20 mm thick with

under 14 mm thick layer cement plaster 1:3 (1-cement: 3-coarse sand) (C) Medium shade pigment

with appox 50% white cement and 50% ordinary cement (In top layer only) (upto 10 ton)

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic

finish to player 6 mm white, black or white and black marble chips of size from smallest to 4 mm nominal

size laid in cement marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in proportion of 4:7

(4-cement marble powder mix: 7-marble chips by volume) 20 mm thick with under 14 mm thick layer

cement plaster 1:3 (1-cement: 3-coarse sand) (C) Medium shade pigment with appox 50% white cement

and 50% ordinary cement (In top layer only) (upto 10 ton)

Item should be executed as per site conditions and instructions given by Engg-In-Charge.

The rate shall be for a unit Sq.m.

Providing and laying white glazed tiles 6 mm thick in flooring treads of steps and landing laid on

a bed of 12 mm thick cement mortar 1:3 (1- cement:3-coarses and) finishing with flush pointing in

white cement. (upto 10 ton)

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed tiles of shade and size as

specified, the surface shall be prepared by heavy scarping, making joints etc. to the required line, level and plumb.

The surface shall be thoroughly wetted before commencing the laying work. Thereafter about 10 mm. thick

backing of cement mortar in specified proportion shall be applied on the surface in true like and level generally as

per specifications of plaster item.

Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour and the glazed

tiles shall then be gently tapped against the surface, with a wooden mallet. The skirting shall be done only after the

flooring is competed. Any pipes coming out of the wall through the dedo or skirting shall only beat at the

intersections of the horizontal and vertical joints. The tiles shall not have staggered joints. The joints shall be true

to entire line both ways and vertical joints shall be in line with joints of flooring. Tiles shall be fixed as close as

possible to the adjoining tiles and any difference in the thickness of the glazed tiles shall be evened out in the

cement paste so that all the tiles faces are set in conformly with one another. The skirting shall project uniformly

and not more than 6 mm. thickness beyond the finished surface above. Top of skirting of dedo shall be truly

horizontal. The rises of steps, skirting or dedo shall rest on top of treads of flooring wherever required. The tiles

shall be cut (sawn) and thin edges smoothened before use.

Curing : Curing shall be done for 7 days continuously.

Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface. In case of

skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster and cement tilesThe white

glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The mortar shall have sufficient

plasticity for laying and there shall be no hard lumps that would interfere with the evenness of bedding the base

shall be cleared with well wetted. The mortar shall then be spread in thickness not less than 10 mm at any place

and average 12 mm thickness. The proportion of the cement mortar shall be as specified in the item.

The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at

Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as directed. The edges

of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden

mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints.

The joints between the tiles shall be as thin as possible in straight line or as per pattern.

The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The Nehni trap coming

in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size

tiles cannot be fixed, they shall be cut (swan0 to be required size and the edges rubbed smooth to ensure straight

and true joints. The joints shall be filled with grey cement grout with wire brush of trowel to a depth of 5 mm. and

loose material removed. White cement shall be used for pointing the joints., After fixing the tile finally in an even

the flooring shall be kept wet and allowed to nature undisturbed for 7 days.

The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor

has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be

taken to ensure that the tiles are not damaged inany way till the completion of the construction.

Mode of measurement & payment

The work done shall be measured in sq. mt. For visible area of work done, The length and width of the flooring

shall be measured not between the faces of skirting or dedos or plastered face of wall as the case may be. The

paving under dedo or skirting shall not be measured. No deduction shall be made not extra paid for any opening in

the floor of area upto 0.1 sq. mt. Nothing extra shall be paid for laying the floors at different levels in the same

The rate shall be for a unit of one sq. metre.

Providing and laying Ceramic tiles 6 mm thick in flooring treads of steps and landing laid on a bed of

mm thick cement mortar 1:3 (1-cement :3-coarses and) finishing with flush pointing in white cement. (upto

Water shall conform M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.

Ceramic tiles shall be of approved colour and quality. The tile shall be even, sound regular in

shape and generally uniform in colour. It shall be without any soft veins, cracks of flows.

All angles and edges of the slabs shall be true square and free form chippings and giving plain

surface. The thickness shall be 10 mm to 15 mm. as specified in the item but not less than 10 mm.

Claddding for the ceramic tiles shall be cement mortar 1:3 (1 cement : 3 coarse sand) as given in the

description of the item. Sub grade shall be cleaned, wetted and mopped. Mortar of the specified mix

and 10 mm thickness shall be then be spread. Top surface of the mortar shall then be corrected by

adding fresh mortar at hollows or depressions. The mortar shall then be allowed to harden bit. Over

this surface, cement slurry of honey like consistency shall be applied. The slab shall then be gently

place in position and tapped with wooden mallet till it is properly pedded in level with and close to the

adjoining slab. The joint shall be as fine as possible. The tiles fixed in the floor adjoining the wall

shall enter not less then 10 mm. under the plaster skirting or dado. The junction between the wall

floor shall be finished neatly. The finished surface shall be true to levels and slopes as directed.

The cladding shall be kept wet for a minimum period of 7 days. So that joints set properly.

The floor shall then be washed clean with water. The holes required for Nahni traps, pipes any other

fittings shall be made without any extra cost.

Mode of measurements & payment :

The risers of steps, skirting or dado shall be measured in sq. metre. Length shall be measured along

the finished faces of risers, skirting or dado. Height shall be measured from finished level of treads

or floor to top. Lining of pillar shall be measured under this item.

The rate shall be for a unit of sq. metre

Providing & Fixing 20 mm thick Mirror Polished Decorative Granite Board with Computerised

Golden Letters Discription as per instructions of engg. in charge to M.S. frame

structure for Inaugaration & Public Handover Function (N.S.)

Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treads of steps and

landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with

flush pointing in white cement. (upto 10 ton)

Providing and Laying 36" x 36" vitrified 8 mm th.anti skid tiles of "RAK","Bell" or equivalent make as

approved by consultants flooring/skirting over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand)

on new surface & jointed with colour cement slurry incl.with flush pointing & cleaning the surface

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.

vetrified tiles of 24" x 24" , 8 mm th.anti skid tiles. "RAK","Bell" or equivalent make

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement

mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.

Minimum thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and

thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed

clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It

shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh

mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement

slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved

shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with

wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as

fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor

adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between

the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be

measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not

extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for

laying stone at different levels in the same room. Treads and steps of stairs paved with granite stone

slabs shall also be measured under flooring.

The rate shall be for a unit of one sq. metre

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in flooring treads of steps and

landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with

flush pointing in white cement. (upto 10 ton)

Providing and Laying 24" x 24" vitrified 8 mm th.anti skid tiles of "RAK","Bell" or equivalent make as

approved by consultants flooring/skirting over 20 mm thick cement mortar 1:6 (1 cement : 6 coarse sand)

on new surface & jointed with colour cement slurry incl.with flush pointing & cleaning the surface

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.

vetrified tiles of 24" x 24" , 8 mm th.anti skid tiles. "RAK","Bell" or equivalent make

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement

mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.

Minimum thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and

thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed

clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It

shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh

mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement

slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved

shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with

wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as

fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor

adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between

the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

flooring with various kinds of floors shall measured in sq. metre. The length and breadth shall be

measured between the finished face of skirting or dado or wall plaster. No deduction shall be made not

extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for

laying stone at different levels in the same room. Treads and steps of stairs paved with granite stone

slabs shall also be measured under flooring.

The rate shall be for a unit of one sq. metre

Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on 10 mm

thick cement plaster 1:3 (1-cement:3-coarse sand) and jointed with white cement slurry (upto

Providing and laying Vitrified tiles 8 to 10 mm thick, in skrting risers of steps and dedo on 10 mm

thick cement plaster 1:3 (1-cement:3-coarse sand) and jointed with white cement slurry (upto 10 ton)

Mode of measurements & payment : The rate shall be for a unit of one Sq. meter.

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo

on 10 mm thick cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement

slurry (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo

on 10 mm thick cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement slurry (upto

Mode of measurements & payment : The rate shall be for a unit of one Sq. mete

Providing and laying 24" x 24" vitrified 8 to 10 mm th.Double Charged Gloosy / Matt

tiles of Approved make as Approved by Adl.C.E. / Consultants for upto 10 cm high skirting

as approved by Engineer in charge over 10 mm thick cement mortar 1:6 (1 cement :

coarse sand)on new surface& jointed with colour cement slurry incl with flush pointing &

cleaning the surface etc. comp.

Mode of measurements & payment : The rate shall be for a unit of one Sq. mete

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of

cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid over

and jointed with grey cement slurry mixed with pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25 mm thick (upto 10 ton)

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.

Marble stone slab 20 mm. thick.

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and

even surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully

in contact with it. Chisel dressing shall also be done on top surface to remove any waviness. The sides

and top surface to granite slabs shall be machine polished and molding etc. complete before using. All

angles and edges of slabs shall be true square and free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance

shall be 15 mm. in length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement

mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.

Minimum thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and

thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed

clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It

shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh

mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement

slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved

shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with

wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as

fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor

adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between

the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth

shall be measured between the finished face of skirting or dado or wall plaster. No deduction shall be

made not extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be

paid for laying stone at different levels in the same room. Treads and steps of stairs paved with granite

stone slabs shall also be measured under flooring.

The rate shall be for a unit of one sq. metre.

ITEM NO -59 & 60 ( Consider Marble Stone Instead of Kota stone for Item No. 59)

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of

cement mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5 laid over and jointed with grey cement

slurry including rubbing and polishing etc.complete. (B) 30 mm thick (upto 10 ton)

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11.

Marble stone slab 20 mm. thick.

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and

even surface on all sides to the full depth. A straight edge laid along the sides of the stone shall be fully

in contact with it. Chisel dressing shall also be done on top surface to remove any waviness. The sides

and top surface to granite slabs shall be machine polished and molding etc. complete before using. All

angles and edges of slabs shall be true square and free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance

shall be 15 mm. in length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement

mortar 1:6 (1 cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item.

Minimum thickness at any place shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and

thickness shall then be spread on an are sufficient to receive one granite slab, The slab shall be washed

clean before laying. It shall be laid on top pressed and tapped gently to bring it in level with other slabs. It

shall then be lifted and laid a side. The top surface of the mortar shall then be corrected by adding fresh

mortar at hollows, or depressions. The mortar shall then be allowed to harden it over this surface cement

slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs already paved

shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with

wooden mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as

fine as possible : Surplus cement on the surface of the slabs shall be removed. The slab fixed in the floor

adjoining the walls shall enter not less 10 mm. under the plaster skirting or dado. The junction between

the walls and floors shall be finished neatly. The finished surface shall be true to level and slopes as

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth

shall be measured between the finished face of skirting or dado or wall plaster. No deduction shall be

made not extra shall be paid for any openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be