Repairing and Maintenance of Plumbing work, and necessary renovation work at different municipal buildings in navrangpura ward at west zone.

1. Name of Work : Repairing and Maintenance of Plumbing work, and necessary

renovation work at different municipal buildings in

navrangpura ward at west zone.

2. Tender Estimated Cost : Rs:-

: 1% of the Tender Cost in the form of Rs. 8,358.00 (D.D. / Pay

3. Earnest Money

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

4 Tender Fee Rs : Demand Draft of Rs.

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “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.18-07-2026, 15:00 PM

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

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

Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

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

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

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

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

Lakhs) but not more then 10% of bill

Defect Liability : As per ‘B-1 Form Close

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

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

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

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

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

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

Time permitted to start parts

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

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

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

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

times failures by contractor shall make contractor responsible to be

black listed unless and otherwise justified properly in writing /

binding within 15 days of last notice of penalty.

 The staff of the contractor shall wear safety jackets,

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

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

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

works without proper precautions/safety measures as

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

The contractor shall be responsible to make good and remedy at

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

before the period mentioned hereunder from the certified date of

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

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

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

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

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

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

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

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

shall be 3 months from the certified date of completion.

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

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

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

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

shall be 12 months from the certified date of completion which

ENGINEERING DEPARTMENT- WEST ZONE.

should include one monsoon.

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

OR elapse of monsoon period following the certified date of

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

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

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

Whenever a work is allotted by Engineering staff, whether minor

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

bound to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for

the same. Failure of comply to start the works in 48 hours of

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

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

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

Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders

amounting above 30 Lakhs). Three times failures by contractor

shall make contractor responsible to be black listed unless and

otherwise justified properly in writing / binding within 15 days of

last notice of penalty.

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

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

Addendum/Corrigendum

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

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

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

Signature of contractor

Add. City Engg.(West Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :Date :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-WEST ZONE

Name of Work:- Repairing and Maintenance of Plumbing work, and necessary renovation work at different

municipal buildings in navrangpura ward at west zone.

Sr. Qty Description of Item Rate in Per Amount Rs.

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.M.

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

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 1.00 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 0.00 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 1.00 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 1.00 Providing and laying cement concrete work 1:2:4 ((1-

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

nominal size) curing complete excluding cost

of formwork and reinforcement.

a 0.00 Foundations, footings, base or columns and mass Cmt

concrete 3,923.53 -

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

girders and cantilivers upto floor two level 4,012.47

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

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

coarse sand : 4 graded stone aggregates 20 mm nominal 6,487.07 Cu.M.

size) for reinforced concrete chhajjas not exceeding

10 cm. thickness upto floors two level including

finishing the exposed surfaces with cement mortar

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

surface centering and form work and curing

complete excluding cost of reinforcement.

11 1.00 Providing and laying controlled cement concrete Cum

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

formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings,Base of

columns and Mass concrete

12 1.00 Providing and laying controlled cement concrete Cum

M.200for curing complete excluding cost of 3,977.88

formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings,Base of

columns and Mass concrete

b 1.00 Walls, from top of foundation level upto floor two level Cum

c 1.00 Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cum

Cantilever upto floor two level. 4,460.36

d 1.00 Columns, Pillars posts and struts upto floor two level. Cum

e 1.00 Staircases excluding landing upto floor two level Cum

f 0.50 Vertical and Horizontial its upto floor two level. Cum

13 0.00 Providing and laying in position Ready Mixed M- Cmt

250 grade concrete for reinforced cement conctere 4,853.56 -

work, using cement content as per approved Design

Mix manufactured in fully automatic batching

plant and transported to site of work intransit mixer for a

lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

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

cost of centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve work

ability without impairing strength and durability as per

direction of theEngineer-in-charge. Without Fly Ash (Min

cement level as per latest IS456 shall be

maintained) (Cement level 450 kg )

13A 0.00 Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in

B 0.00 Foundations, footings, Base of columns and Mass concrete.

C 0.00 Walls, from top of foundation

level upto floor two leve 4,519.88 Cu.M. -

D 0.00 Slabs,landing,shelves,Balconies, Lintels, Beams,

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

E 0.00 Columns, Pillars posts and

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

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

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

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including

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

laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of

concrete, improve workability without impairing strength and

durability as per direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per latest IS

shall be maintained)

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

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

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including

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

laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of

concrete, improve workability without impairing strength and

durability as per direction of the Engineer - in - charge.

Without Fly Ash(Min cement level as per latest IS

shall be maintained)

15a 0.00 Providing and Laying ordinary cement concrete 1:2:4 Cum

(1-Cement 2-coarsesand: 4-graded stone aggregates 8,341.79 -

20 mm nominal size) and finishing smooth with curing

etc. complete including the cost of form work but excluding

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

having more than 13 cm and upto 15 cm.thickness

15b 0.00 Providing and Laying ordinary cement concrete 1:2:4 Cum

(1-Cement 2-coarsesand: 4-graded stone aggregates 7,380.23 -

20 mm nominal size) and finishing smooth with curing

etc. complete including the cost of form work but excluding

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

having more than 8 cm and upto 10 cm.thickness

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

Cement 2- coarse sand : 4- graded stone aggregates 20 mm 8,634.45 -

nominal size) for R.C.C lintel including finishing smooth

with,curing etc. complete including the cost of formwork but

excluding the cost of reinforcement.

16 Brick work using common burnt clay building

bricks having crushing strength not less than

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

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

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

b 1.00 (B) Modular Cmt

17 Extra Rate for brickwork in Above Item for super

structure above plinth level upto floor two level (B)

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

b 1.00 B) Modular Cmt

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

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

18 1.00 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 1.00 Extra for half brick masonry in super structure above Smt

plinth level upto floor two level (B) conventional 52.80

20 1.00 Providing and laying white glazed tiles 6mm thick in flooring

treads of steps and landing laid on a bed of 12mm thick 908.17 Sq.M.

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with

flush pointing in white cement.

21 1.00 Providing and laying Ceramic tiles 6 mm thick in flooring

treads of steps and landing laid on a bed of 12 mm thick 960.47 Sq.M.

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

with flush pointing in white cement. (upto 10 ton)

22 1.00 Providing & Fixing 2mm Aluminium / 4mmACP sheeting Smt

fixed with Type-11 Class-C High Intensity Grade Sheeting as 5,832.20

per IRC 67 : 2012 reflective sheeting of size including

lettering and signs as

23 1.00 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 1,469.91 Sq.M.

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

finishing with flush pointing inwhite cement. (upto 10 ton)

24 1.00 Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' Sqm

in skrting risers of steps and dedo on 10 mm thick cement 1,062.50

plaster 1:3 (1- cement: 3-coarse sand) and

jointed with white cement slurry (upto 10 ton)

25 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)

26 1.00 Providing and laying 800x1600 mm vitrified Tiles 8 to Sq.

10 mm th. Double Charged gloosy/ Matt of Approved 3,120.00 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.

comp.The Rate is Inclusive of Necessary Expoxy Grouting in

chemical fixing as per instructions of engineer in charge.

27 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.

28 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)

29 1.00 Providing and laying marble stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse 2,194.63 Sq.M.

sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and

jointed with gray cement slurry including rubbing and

polishing complete. (A) Marble slab 25mm

30 1.00 Providing and laying polished Kota stone slab flooring over

20 mm (Average) thick base of cement mortar 1:6 1,085.48 Sq.M.

(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)

31 1.00 Providing and laying polished kota stone slab 25 mm thick in

risers of steps, skirting Dedo and pillars laid on 10 mm thick 1,176.03 Sq.M.

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

jointed with gray cement slury mixed with pigment to

match the shade of slab including rubbing and

polishing etc.complete. (upto 10 ton)

32 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

33 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

34 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)

35 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.

36 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.

37 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.

38 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)

39 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)

40 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)

41 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

42 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.

43 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)

44 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)

45 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

46 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.

47 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.

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

subsequent coat of approved brand and manufacture. 30.09

48 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.

49 1.00 Extra Coat for Above Item over above for every Sqm

subsequent coat of approved brand and manufacture. 8.04

50 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.

51 1.00 Extra over item for every sub sequent coat of wall Sqm

painting with plastic emulsion paint of approved brand 33.39

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

approved brand on ceilings and sloping roofs. 5.36

52 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

53 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.

54 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.

55 1.00 Extra over item for 83 & 84 every sub sequent coat of paint. Sqm

56 1.00 Painting two coats (excluding priming coat) on new Sqm

steel and other metal surface with synthetic enamel 64.66

paint, brushing to give an even shade including cleaning

the surfaceofalldirt,dust and other foreign matter.

57 1.00 Painting one coats (excluding priming coat) on Sqm

previously printed steel and other metal surface with 43.79

synthetic enamel paint, brushing to give an even shade

including cleaning the surface of all dirt, dust and other

foreign matter.

58 1.00 Extra over Above item for 86 & 87 for every sub Sqm

sequent coat of paint. 43.47

59 1.00 Painting two coats (excluding priming coat) on Sqm

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

pipes and fittings with ready mixed bituminous brushing,

black, anti corrosive to give an even shade including

cleaning of all dirt, dustand other foreign matter.(75 mm dia)

60 1.00 Painting two coats (excluding priming coat) on Sqm

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

pipes and fittings with ready mixed bituminous brushing,

black, anti corrosive to give an even shade including

cleaning of all dirt, dust and other foreign matter.(100 mm

61 1.00 Painting two coats (excluding priming coat) on new Sqm

wood and wood based surface with enamel paint, 40.17

interior to give an even shade including cleaning

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

papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

62 1.00 Painting one coats (excluding priming coat) on Sqm

previously painted wood and wood based surface with 40.17

enamel paint, to give an even shade including cleaning the of

all dirt, dust and other foreign matter.(b) Ready mixed

paintbrushing priming for enamel

63 1.00 Extra over Above item for 91 & 92 every sub sequent Sqm

coat of paint. 36.39

64 1.00 Painting two coats (excluding priming coat) on new Sqm

wood and wood based surface with ready mixed 104.12

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

even shade including cleaning of all dust, dirt and

other foreign matter sand papering and stopping.

65 1.00 Finishing wall with weather proof exterior emulsion paint Sqm

on wall surface (two coats) to give an required shape 113.40

even shade after thoroughly brushing the surface to remove

all dirt, and remains of loose powdered

materials.etc complete

66 1.00 Applying two coats of putty & two coats of primer Sqm

of approved brand and manufacture on new wall 40.19

surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth.

67 1.00 Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint, 87.11 Sq.M.

interior to give an even shade including cleaning

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

papering and stopping.

68 1.00 Writing letter or figures on any surface with black per

japan paint (stops, comas, hyphens and the like not to 3.47 letter

be measured and paid for separately) (i) Block per

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

69 1.00 Extra over items for using thick white paint instead of per

black japan paint. (i)Block (Letters/Figures) 0.07 letter

70 1.00 Polishing with french polish on new wood and Smt

wood based surface to give an even 131.67

surface including cleaning, the surface of all dirt, dust and

sand papering smooth and including a coat of wood

71 1.00 Extra over items for using thick white paint instead of per

black japan paint. (ii) Indian (Letters/Figures) 0.07 letter

72 1.00 Painting lines, deashes, arrows, letters etc on roads, Air Sqm

fields and like in two coats with road marking paint, brushing 121.91

including cleaning the surface of all dirt, dust and other

foreign matter. (i)Over 10cmi n width

73 1.00 Painting lines, deashes, arrows, letters etc on roads, Air Rmt

fields and like in two coats with road marking paint, brushing 12.14

including cleaning the surface of all dirt, dust and other

foreign matter.(ii) Upto 10 cm in width

74 1.00 Painting lines, deashes, arrows, letters etc on roads, Air Sqm

fields and like in one coats with road marking paint, brushing 50.40

including cleaning the surface of all dirt, dust and other

foreign matter. (i) Over 10cm in width

75 1.00 Painting lines, deashes, arrows, letters etc on roads, Air Sqm

fields and like in one coats with road marking paint, brushing 5.52

including cleaning the surface of all dirt, dust and other

foreign matter. (ii) Upto 10cm in width

76 1.00 Demolition including stacking of serviceable materilas

and disposal of unserviceable materials with all lead and 1,047.38 Cu.M.

lift. (i) R.C.C. work

77 1.00 Demolition of Brick work and stone masonry including

stacking of serviceable materil as and disposalof 544.95 Cu.M.

unserviceable materials with all lead and lift.(ii) In Cement

77 A 1.00 Demolition of terrace including stacking of serviceable Smt

materilas and disposal of unserviceable materials with all 63.00

lead and lift.(i) Brick tile covering.

78 1.00 Dismentaling tiled of stone floors laid in mortar including Sqm

stacking of serviceable materil as and disposal of 47.25

unserviceable materials with all lead and lift.

79 1.00 Dismentaling of sheet roofing including ridges, Hips, Sqm

Valleys, Gutters etc. stacking of serviceable materil as 47.25

and disposal of unserviceable materials with all lead

and lift.(i) G.I.sheet roofing.

79 A 1.00 Dismentaling of sheet roofing including ridges, Hips, Sqm

Valleys, Gutters etc. stacking of serviceable materil as 53.55

and disposal of unserviceable materials with all lead

and lift.(i) A.C. sheet roofing.

80 1.00 Dismentling steel work including distempering and Kg.

stacking the materials with all lead and lift. 3.63

81 1.00 Dismentling doors, windows, ventilators etc. (wood Each

or steel) shutters including chowkhats architraves, 185.85

hold fasts and other attachment etc. complete and

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

3 Sq.M. in area.

82 1.00 Dismentling doors, windows, ventilators etc. (wood Each

or steel) shutters including chowkhats 248.85

architraves,hold fasts and other attachment etc.

complete and stacking the material with in all lead and

lift.(ii) Exceeding 3 Sq.M.in area.

83 1.00 Dismentling barbed wire in fencing including making rolls Rmt

and also including dismentling fencing posts including all 66.15

earth work concrete in base and making good the

disturbed ground stacking useful materials as

directed and disposing as directed and

disposing of the unserviceable materials with all lead

84 1.00 Dismentling C.I. pipes G.S.W. pipes abd A.C. rain Rmt

water pipes with fittings and clamps including stacking the 74.03

materials with all lead and lift (for any dia, of pipe)

85 1.00 Dismantling of Existing bathroom and Provision of New

Plumbing Network The plumbing scope of work comprises 1,68,750 Jobw

the careful dismantling and disposal of existing CP/sanitary .00 ork

fittings and corroded internal pipelines, followed by the

installation of a new concealed distribution system using

high-grade CPVC pipes for hot water and uPVC pipes for

cold water and drainage lines. This process involves precise

mechanical wall-chasing, the alignment of high-density

drainage soil pipes with multi-inlet floor traps, and the rigid

positioning of concealed diverter bodies and wall-hung flush

valves. Finally, the contractor must conduct a 24-hour

hydraulic pressure test at 10–12 bar to ensure a completely

leak-free network prior to wall closure, concluding with the

post-tiling installation, levelling, and commissioning of all final

sanitaryware and chrome-plated fixtures. The Cost is

inclusive of all labour with Necessary Materials with

Exclusive of Materials and the Material should be Provided

as per Selection which would be paid extra as per instruction

of engineer in charge.

86 1.00 Scraping oil paint from steel and other metal surface Smt

and making the surface even (with Hand Scraping.) 48.83

87 1.00 Removing and scraping of old deteriorated plaster Smt

of any thickness from wall / R.C.C member 19.38

including stacking of serviceable material and disposal

of unserviceable from site of work with all lead and lift

88 1.00 Providing and fixing M.S. fan clamps of shape Each

and size as specified in existing R.C.C. slab including 168.53

cutting chase and making good.

89 1.00 Cutting out cracks of roof terrace to V-section, cleaning Rmt

out, wetting, grouting with cement and sand slurry 1:3 64.58

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

90 1.00 Cutting out cracks roof terrace to V-Section cleaning out Rmt

and filling solidly with a hot mixture of bitumen and 75.29

clean dry sand (1:1 by weight) (up to 10 ton)

91 1.00 Providing & Fixing in position Alluminium doors with Sq.

frame using approved quality anodised extruded 2,900.00 M.

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.(N.S.)

92 1.00 Providing & Fixing in position Fully Panelled / Partly

Panelled Partly Glazed / Fully Glazed Alluminium doors 4,583.00 Sq.M.

with frame using approved quality anodised

extruded alluminium section of 1.5 mm thickness as

approved by Engg. In charge.(Jindal alluminium )(a) Frame

sections 101.6x44.45 mm b) Shutter vertical & top

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

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

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

) incl. providing & installing 5 mm thick Glass of

standaed quality fixed / 12 mm thick Laminated sheet

with glazing chips (wt. 0.13 kg/ Rmt) in panels etc.

comp. as per Detail Given & direction of engg.in

93 1.00 Providing & Fixing in position Alluminium window Sq.

2/3/4 track sliding / fix type with frame using approved 4,518.00 M.

anodised extruded alluminium section of minium thickness

of 1.5 mm as approved by Engg. In

charge.(Jindal alluminium) units equivalent. including

P/F installing 5 mm thick clear/tinted Glass of standard

quality etc.comp.

94 1.00 Providing and fixing standared extruded of alluminium Sq.

section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt 1,815.14 M.

with colour Powder Coated alluminium frame with

5 mm thick transparent bronze colour tinted float glass as

details etc complete for Fix window.

95 1.00 Providing and fixing of Ridge flashing for roof Sqm

panel shall be made out of 0.5 mm thick pre 458.85

coated GI sheet. The Pre coatedsheet shall be of

minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

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

on both side of the sheet and polyester top coat 15-18

micron. The PP GI Sheet shall have plastic protective

guard film of minimum 25 microns to avoid scratches

during transportation. The ridge shall be fixed to the steel

members by poprivetor self drilling/self stitching

fastners @ maximum 450mm c/c along length of

capping/flashing etc complete .

96 1.00 Supplying and fixing vinyl flooring over the surface Smt

having 1-2 mm thickness as per directed by 963.00

engineer incharge etc as completed (N.S.)

97 1.00 Providing and laying 15mm bamboza wooden Smt

flooring as per architect's drawing with all 2,690.00

necessary details as directed by the project

consultants. Use underlay for better result as per Detail

specifications and directed by the project consultants.

(N.S.) Approved Rate )

98 1.00 Providing and fixing 1.20 Metre high fencing with 2.0 Rmt

Metre long M.S. Angle posts 40 mm x 40 mm x 6 mm and 385.40

oil painting 3 coats fixed at 2.5 Mt, C/c. with five

Horizontan lines and two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per 100 Metre, strained

and fixed to posts with G.I, staples including fixing the

posts in ground with 0.5 M x 0.5.M x 0.5 M. block in C.C

1:5:10 etc complete.

99 1.00 Dismentling barbed wire in fencing including Rmt.

making rolls and also including dismentling fencing 66.15

posts including all earth work concrete in base and

making good the disturbed ground stacking useful

materials as directed and disposing as directed and

disposing of the unserviceable materials with all

100 1.00 Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. Rmt

thick over B.B. masonry in C.M, (1:6) in front and dwarf wall 2,235.66

1.0 Mt. high and 23 cm. thick cement plaster to

masonry / in C.M.1:3) and cement concrete flooring in

1:2:4: mix 5cm.dia.drain pipe etc.complete.

101 1.00 Constructing a cooking platform 60 cm. width and 70 cm Rmt

high resting on B.B. Masonry walls 23 cm. thick in C.M. 933.98

(1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm.

thick slab with marble chips set in C.M. (1:6) (6 mm thick

terrazo) with plastering on exposed faces walls in C.M.

(1:4) etc complete.

102 1.00 Making 15 mm groove in RCC work on road and filling it with Rmt

polysulfied selant and finished it good incl. all all labour 30.00

charges etc. comp as directed

103 1.00 P/A Tremix with dewartering machine and floater

machine on constructed CC work for finishing the 54.00 Sq.M.

surface as per requirement. The rate including all

machinaries, labor, loading, unloading,

transportaion etc complete as per direction given by

engineer incharge.

104 1.00 Carring out timber treatment to all wood work including Smt

drilling holes and spraying oil based chemical solution on 54.98

surface of timber work for termite control including labour

and material etc. complete. Using Chlordene 20 EC.

As Per 6113_part III Consentration Weight1.00 percent is

recommended one litre chemical emulsion dillute with

liter of kerosene precent concentration. Total

dillute concrentration will be 10 litre inclusive of

the litre chemical emulsion appication 0.75 / Litre

chemical per one Sqmt printed two coat wood surface.

105 1.00 Applying general insecticide pest control treatment to Smt

floors, cup boards etc including labour material 88.40

etc. complete. Using Heptachloride 20 EC. As

Per 6113_pests Consentration Weight 0.50 percentis

recommended one litre chemical emulsion dillute with

liter of water will give. Total dillute concrentration will be

40 litre inclusive of one litre chemical emulsion

appication 0.5 Litre chemical / Sqm of surface is

recommended as per I.S

106 1.00 Carring out plinth treatment to post construction / existing Smt

structure by spraying chemical solution for termite 104.90

control treatment including labour and material consist

ment with I.S. specification. Using Chlordene and

Chior purfiles 20 EC. As Per 6131_paret-II

Consentration Weight on percentis recommended i.e one

litre 20 EC chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical

emulsion appication attherate of 5 Litre chemical /

Sqm of surface is recommended as per I.S

107 1.00 Carrying out wall treatment for termite control including Smt

spraying with chemical solution in oil base (0.5 37.34

Lit./Sq.M.) including labour and material Using

Hepachlor concentration 20 EC. As Per

IS.6316_paret-II Consentration by Weight

percentis recommended i.e one litre chemical

emulsion dillute with 39 liter go fIS concrentration total

dillite concentration will be 40 litre inclusive of one litre

chemical emulsion appication at the rate of 7.5 Litre

chemical / Sqm of surface is recommended as per I.S

108 1.00 Providing erecting and fixing double coated Syntex Litre

PVC.(ISI) water tank of required capacity each with all 3.91

necessary fittings and connection etc. complete on

109 1.00 Providing and fixing to wall, ceiling and floor galvanised

Mild steel tubes (Medium grade) of the following

nominal bore, tube fitting and clamps including making good

the wall ceiling and floor.

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

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

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

110 1.00 Providing and laying in trenches galvanised mild steel

tubes (Midium grade) of the following nominal bore,

and tube fitting (Earth work in trenches to be

measured and paid for separately)

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

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

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

111 1.00 Making connection of galvanised Mild steel distribution Each

branch with galvanised mild steel main 50 mm to 80 mm 600.08

nominal bore by providing and fixing tee including

cutting and threading the pipes complete.

112 1.00 Providing and fixing to wall ceiling and floor 6.0 Kg.F/Cm2

working pressure poluthene pipes of the following out

side Dia. Low densidy, complete with special falnge

compression type fittings,wall clips etc.including

making good the wall ceiling and floor.

1.00 (A) 20 mm Rmt

1.00 (B) 25 mm Rmt

113 1.00 Providing and fixing to wall ceiling and floor 10.0Kg.F/Cm2

working pressure polythene pipes of the following out

side Dia. Low densidy, complete with special falnge

compression type fittings, wall clips etc. including

making good the wall ceiling and floor.

1.00 (C) 32mm Rmt

1.00 (D) 40mm Rmt

1.00 (E) 50 mm Rmt

1.00 (F) 75mm Rmt

20.00 (G)110 mm Rmt

114 1.00 Providing and fixing cast iron (Spun) Nahni trap of Each

the following nominal diameter of self cleaning design 600.08

with C.I. screaed down or higned grating including cost

of cutting and making good the walls and floor 100 mm inlet

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

115 1.00 Providing and fixing water closet squatting Pan Each

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

bed concrete, foot rest and trap to be measured and

paid for separately) (A) Vitreous China. (I)Long pattern =

116 1.00 Provdg. & fixing wall mounted White / Color No.

Vitreous China European water closet with 4,250.00

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

incl. seat cover , Chair Bracket etc. complete as per

direction of engg. In charge.(N.S.)

117 1.00 Providing and fixing wsh down water closet (Europe Each

an type, W.C.Pan) with integral P or S trap including jointing 1,290.80

the trap with soil pipe in Cement Mortar1:1 (1-

Cement:1-fine sand) (Seal and cover to be measured

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

118 1.00 Providing and fixing Urinal of approved quality No.

including connection with trap and with integral 1,535.63

longitudinal flush pipe.(A) Squating plate pattern

white earthenware 550mm x 300mm.

119 1.00 Providing & Fixing Angle cock of " Ess Ess" - Trend No.

series or equivalent standard make as approved by 403.39

engg. in charge all complete. (N.S.)

120 1.00 Providing & Fixing pillar cock of " Ess Ess" - Trend No.

series or equivalent standard make as approved by 641.53

engg. in charge all complete. (N.S.)

121 1.00 Providing and fixing 100 mm size P or S trap for Each

water closet squatting pan including jointing the trap with 311.85

the pan and soil pipe in cement Mortar1:1 (1-Cement :

1-Fine sand)(A) Vitreous China.Pattern in white colour

122 1.00 Providing and fixing washbasin with single hole for pillar tap Each

with C.I. or M.S. brackets painted white including sutting 1,400.18

holes and making good the same but excluding fittings.(A)

Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm

size. (i) In white colour.

123 1.00 Providing and fixing Kitchen sink with C.I. or M.S. Each

brackets, painted white including cutting holes in walls 2,257.69

and making good the same but excluding fittings. ©

Vitreous China Sink. (i) 600 mm x 450 mmx 150 mm size

124 1.00 Providing and fixing 600 mm x 450 mm bevelled edge Each

mirrror of superior glass mounted on 6 mm thick A.C. 825.48

sheet or ply wood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

125 1.00 Providing and fixing chromium plated brass halftrun flush

cock of approved quality including

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

c 1.00 (1) 25 mm dia. No.

126 1.00 Provdg. & fixing White / Color Vitreous china Counter No.

wash basin with signle hole for pillar tap of "Cera " - 2,950.00

Concord series of 550 x425 mm size to be fiited in stone

counter with necessary brackets painted white incl.

cutting holes and making good the same .Cost Includes

P/F C.P. brass waste coupline, 32 mm dia fisher union

,15 mm dia. Pillar cock & Angle cock of " Ess Ess"- Trend

series ,32 mm dia. Waste pipe etc. complete as

per dir. of engg. in charge.

127 1.00 Finishing wall with water proofing cement paint of on wall Smt

surfaces (Two coats) to give an approved brand and 56.87

manufacture and of required shape even shade after

thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

128 1.00 Extra over Item 156 for every subsequent coat of Smt

water proofing cement paint of approved brand 31.82

and manufacture.

129 1.00 Providing & Fixing S.S.304 Grade Sink of Nirali / No.

Krishna or Equivalent Make for Kitchen Platform of 4,650.00

size : 24":x18" as per Direction of engg. In charge

130 1.00 Providing and fixing Kitchen sink with C.I. or M.S. brackets, Each

painted white including cutting holes in walls and making 2,257.69

good the same but excluding fittings. (C) Vitreous China

Sink.(i) 600mm x 450mm x 150mm size

131 1.00 Providing and fixing C.P. brass towel rail comlete with Each

C.P.brass brackets fixed to wooden plugs with C.P. 597.22

brass scews.(B) 600mm x 20mm size.

132 1.00 Providing and fixing 600 mmx120 mm glass shelf with Each

C.P. brass bracket and guard rail complete mixed to 561.03

wooden plug with C.P.brass screws.

133 1.00 Providing and fixing toilet paper holder. (A) C.P.Brass Each

134 1.00 Providing and fixingof S.S. Railing pipe 50 mm x 16 G ASIS Rmt

304 Grade as per instruction of engineer in charge. 1,004.24

135 1.00 Providing and fixing screw down bib taps of following size.

(B) Brass chromium plated screws down Bib Tap.

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

136 1.00 Providing and fixing screw down bib taps of following

size. © Gun metal screw down bib tap.

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

137 1.00 Providing and fixing pillar tap, capstan head, screw

down high pressure with screws, shanks and back nuts.

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

138 1.00 Providing and fixing Gun metal check or non-return

fullway wheel valve.

1.00 (i) 15mm dia. Each

1.00 (ii) 20mm dia. Each

1.00 (III) 25 MM DIA Each

1.00 (E) 40mm dia Each

139 1.00 Providing and fixing brass screw down stop tap.(A) 15 mm Each

B 1.00 20 MM DIA Each

C 1.00 25 MM DIA Each

140 1.00 Providing and fixing chromium plated brass half trun

flush cock of approved quality including fixing in pipe line etc.

1.00 (i) 20mm dia. Each

1.00 (ii) 25mm dia. Each

1.00 (iii) 32mm dia. Each

141 1.00 Providing and fixing Urinal or approved quality Each

including conecting the Urinal with waste pipe , tap 1,026.01

etc.complete. (A) White earthen ware flat back or corner

type size 430mm x 260mm x 350mm.

142 1.00 Providing and fixing Urinal of approved quality Each

including connection with trap and with integral 1,535.63

longitudinal flush pipe. (A) Squating plate pattern

white earthen ware 550mm x 300mm.

143 1.00 Providing and fixing chromium plated, bottle trap with Each

necessary couplings of approved quality for wash basin. 292.87

144 1.00 Providing and fixing ball cock ofapproved quality as Each

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

145 1.00 Providing and fixing ball cock ofapproved quality as Each

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

146 1.00 Filling with good Quality thor as and where directed Cmt

by the Architect / Engineer-in-charge, in sunk in layers of 3,850.00

15 cm. thickness, including watering, ramming well etc.

complete, as directed by the Architect / Engineer-in-

147 100.0 Providing laying and jointing in true line and level 15 mm dia. Rmt

0 U.P.V.C. Pipe (SCH-40) for cold water including 71.93

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with solvent, including cost

of all materials.adhesive

148 100.0 Providing laying and jointing in true line and level 25 mm dia. Rmt

0 U.P.V.C. Pipe (SCH-40) for cold water including 90.93

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX

orequivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

149 10.00 Providing laying and jointing in true line and level 32 mm dia. Rmt

U.P.V.C. Pipe (SCH-40) for cold water including 117.97

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

150 30.00 Providing laying and jointing in true line and level 40 mm dia. Rmt

U.P.V.C. Pipe (SCH-40) for cold water including 146.65

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

151 30.00 Providing laying and jointing in true line and level 50 mm dia. Rmt

U.P.V.C. Pipe (SCH-40) for cold water including 193.73

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

152 1.00 Providing and fixing premoulded compressible filler board in Smt

black colour confirming to MoRT&H Specifications (Clause 788.78

1015), having minimum density 95kg/cum. non-staining with

less than 1% water absorption & compression recovery of

93% minimum as per specification for 20 mm wide

expansion joint including cutting to required size and shape

at all levels etc.complete as directed.

153 1.00 Fixing sun film for protection sunlight in black or any colour Smt

as as directd by engineer In Charge.(Market rate) 402.54

154 1.00 Providing & Fixing 3 mm thick F.R.P.sheet of SqM

Approved Quality & Color / Pattern as per Consultant's 1,930.00

design also includes required fabrication structure in

the grid of 2'-0x2'-0 size using hollow pipe of16 gauge &

size 2"x1" & 1"x1" ,G.I. & Bitumen Washers, Silicon

paste application for fixing the sheet . Rate also

includesnecessary bending, cutting, labor charges , Zinc

Primer coat & Two coats of oil painting of color as

approved by consultants & making good the wall. (N.S.)

155 1.00 Providing 2 mm thick F.R.P. Gutter with necessary M.S. Rmt

Supporting Brackets. (N.S.) 400.00

156 1.00 Hiring charges for J.C.B.machine inclduing cost of fuel, Hrs.

operator, dirver etc.. ( 12 hours sift day/night) 600.00

157 1.00 To provide tractor with hydraulic trolley, driver, 4 Nos. of No.

Labor with all tools like bucket drum, showels, trikam, 3,000.00

pavadas, etc,, to carryout different works during

monsoon for 12 Hrs. Shift. Work shall be carried out

as per the instrucitons of Engineer In-Charge.No extra

charged shall be paid for night shift.

158 1.00 Roller Blind Providing and fixing Roller Blind curtain Smt

fixed on window level on wooden batten and curtain 3,285.00

lift with cotton thin rope, make of aerolax or

equivalent design and colour as per instruction by

engineer – in – Charge with necessary hardware fitting,

material and labour etc complete.

159 1.00 Providing & Fixing Door closer - complete of Approved make No.

to wooden / Aluminium Doors as per direction of engg. In 474.58

160 1.00 Providing and fixiing M.S. Fan clamps type 1 of 16 mm dia No.

M.S. bar bent to shape with hooked ends of R.C.C. slabs 124.74

during laying incl. painting the exposed protion of loops, all

as per standard design complete.

161 1.00 Providing cement vata (10cm. x 10 cm. size) quarter round in Rmt

cement mortar 1:1 including neat cement finishing, watering 23.45

162 1.00 Making Water connection from exi.Muni. Water line (N.S.) No.

163 0.00 Applying and providing Expansion joint sealingSystem on Smt

100 mm vide joint including cleaning of exansion joint by 4,724.75 -

mechanical means provision of adhesive and flexible

membrane with required bond length as per menufracturer

specification and 4mm thick alluminium strip covering with

one side sloted and bolted with suitable system, inclusive of

all manpower, machinery and material as per specification

and as directed.

164 1.00 Providing and Fixing 1 H.P. Electrical monoblock or Set

submarcible water pumps withmotor and required cable and 6,800.00

switch board of approved brand and make etc.comp.as

165 1.00 .Providing TMT Bar FE 415 reinforcement for R.C.C. work Kg.

including bending, binding and placing in position complete 66.59

up to floor two level (up to 10 ton)

166 1.00 ProvidingTMTBarFE500/500Dreinforcement for Kg.

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

complete upto floor two level placing in position complete

upto floor two level placing in position complete upto floor

two level(upto 10 ton)

167 1.00 Providing and fixing 30mm thick solid both side prelam PVC Smt

door shutter (sintex door-equivalent) with necessary 2,214.00

alluminium fitting with EL-7 section frame

168 1.00 Providing & Fixing in position Alluminium window sliding / fix Sq.

type with frame using approved anodised extruded 2,350.00 M.

alluminium section as approved by Engg. In charge.(Jindal

alluminium) units equivalent (a) Frame sections 65 x 25 mm (

at 0.41 kg/mt) (b)Sliding Frame bottom section of 61.85 x

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

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

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

x 18 mm. (0.41 Kg/Rmt) including P/F installing 5 mm thick

approved color Acrylic sheet of standard quality etc.comp.

169 5.00 Providing and laying polished Telephonic granite stone slab Smt

18 mm thick in risers of steps, dedo and pllars laid on 10 mm 4,372.00

thick cement mortar 1:3 (1 cement:3 coarse sand) and

jointed with gray cement slurry including rubbing & polishing

170 1.00 Wall panelling with 12 mm MDF fixed to existing Smt

alluminium framing and making grove as per design and 1,688.00

finished with royal plastic paint as per instruction of

engineer incharge. (N.S.)

171 1.00 Providing and laying 15mm bamboza wooden Smt

flooring as per architect's drawing with all 4,371.25

necessary details as directed by the project

consultants. Use underlay for better result as per Detail

specifications and directed by the project consultants.

(N.S.) (Approved Rate )

172 1.00 Providing 20 mm thick double coat mala cement plaster on

interior brick / concrete work for plastering comprising of 269.78 Sq.M.

base coat of 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and 8 mm thick

top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc. complete.

173 1.00 Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to 113.40 Sq.M.

give an required shape evenshade after thoroughly brushing

the surface to remove all dirt, and remains of loose

powdered materials.etc complete

174 1.00 Existing storage repairing and veneer on top Providing Smt

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

fixing 35mmthk. Louvers shutter made up from

Ghanateak frame with 135x75mm and shutter frame as per

detail and fixing aluminum louvers which is

specified readymade powder coated aluminum grill

panel louvers .and applying melamine spray polish all

exposed wood work. Overall door to be completed with

necessary hardware and accessories completed

as per drawing and design as given by Engineer In

charge/Architect.

175 1.00 Providing and fixing flush door shutters, solid core Smt

construction with frame of first class hardwood with cross 4,686.36

board and face veneer or plywood face panels, with

both side 1 mm laminate finishing including anodized

aluminum butt hinges with necessary screws.

Decorative type and pine wood core anodized

minimum 3 no 150 mm long aluminum butt hinges in

flush door shutters with 2 no of brass holdfast 325 mm

long 1 no brass tower bolt 250 mm long and two no of

mm long brass door handle . Decorative both side

laminated Flush door 35 mm thick. with frame of 10 cm

x 7 cmt Indian teak wood frame including all necessary

fitting fixtures hardware screw and adhesive etc fixing

up to all lead and lift height up to 45 mtr from GL etc

complete as per direction of engineer in charge

176 1.00 Providing and fixing 35mm thick factory made moulded door Smt

shuter consisting of solid core single leaf flush door of 30mm 2,131.00

thickness, lipped with 15mm (5mm x 3) thick x 30mm width

on one stiles and top rail and 10mm (5mm x 2) thick x 30mm

width on the other stilesand bottom rails. The inner panel

laminated with 2mm thick termite proof, water proof and fire

resistant moulded PVC

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

prelim colours on one side after routing the moulded design

on flush door and 2mm plain and/or prelim PVC sheet on

other side using rubber adhesive on flush door and solvent

cement adhesive on the PVC liping etc. complete as per

direction of Engineer in charge, manufacture’s specification

177 1.00 P/M/F chainlink jali 8'x4' size as per details sketch & Rmt

instructionof engineer in charge same as lal darwaja garden 1,230.00

pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht.

fixed at 8'9" c/c in C.C 1:2:4 block of 9"x9"x9" size chain link

jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle

frame 8'x4' size with MS flat of size 25x3 mm welded jali

etc.comp.The jali is to be welded to MS pipe with MS flat as

instruction given.The M.S pipe and the M.S angle frame are

to be painted one coat of primer and two coats of paint as

directed in line and level. (N.S)

178 1.00 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm- Rmt

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

nominal size black trap aggregate of

Sevaliya/Timbaor equivalent quality for pre-cast

blocks, reasonablyexposed finish/ formwork

mould with well equippedwith vibratory system for kerb

stones of approved design including curing, etc.

complete, including thecost of formwork etc. complete.

The rate shall also include necessary cutting of

asphalt, fixing the Kerbstones in line and level on 5 cm

thick sand bedding withnecessary equipments

and materials. The rate shall also include the flush

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

zari alone the sides of the kerbstone fixed with

Bituminous concrete Bituminousconcrete / C.C. mixed

in proper position to flush withthe road surface as

directed by Engineer in change to form a portable

mixture.a) Laying on 5 cm thick Sand Bedding

179 1.00 Providing and fixing pre-cast concrete kerb stone of gray Rmt

cement based concrete block 30cm length,30cm height and 376.43

15cm thick of M200 grade concret as per approved design

and including excavation for fixing in proper line and

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

180 1.00 Providing and Laying of Rubber Moulded Paver Block Smt

Grey/Coloured 60 mm thick, M-35 Grade of any size shape 501.60

(Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath,parking areas,

service lanes and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes formworks

using rubber mould, Rate providing and laying paver blocks

as per required grading and specification. The paver block

shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no cutting

of the paver block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and carting.

The finished surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be compacted and

shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms thick

181 1.00 Provoding and fixing flush door shutters, solid core Smt

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

board and face veneer or ply wood face panels, including

anodised alluminium butt hinges with necessary screws. (B)

Non- decorative type and block board core anodised

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

Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc comp. as

dir.For pavement

182 1.00 I) Laying on Sand bedding as per requirement to fix the Smt

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

183 1.00 Box type metal letters forming composite box made from

1mm thick stainless steel plate of grade 304 having brush

finish of following font size to be fixed at Main Gate in english

and or Gujrati and including fixing charges approved before

fixing by clent / consultant.

A 1.00 400mm high Nos.

B 1.00 300 mm high Nos.

C 1.00 230 mm high Nos.

184 1.00 Providing and fixing false ceiling at all height including Smt

providing and fixing of frame work made of special sections, 850.00

power pressed from M.S. sheets and galvanized with zinc

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

and consisting of angle cleats of size 25 mm wide x 1.6 mm

thick with flanges of 27 mm and 37mm, at 1200 mm centre to

centre, one flange fixed to the ceiling with dash fastener

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

cleat fixed to the angle hangers of 25x10x0.50 mm of

required length with nuts & bolts of required size and other

end of angle hanger fixed with intermediate G.I. channels

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

centre, to which the ceiling section 0.5 mm thick bottom

wedge of 80 mm with tapered flanges of 26 mm each having

lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in

a direction perpendicular to G.I. intermediate channel with

connecting clips made out of 2.64 mm dia x 230 mm long

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

channels 0.5 mm thick 27 mm high having flanges of 20 mm

and 30 mm long, the perimeter of ceiling fixed to

wall/partition with the help of rawl plugs at 450 mm centre,

with 25mm long dry wall screws @ 230 mm interval,

including fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall screws of size

x 25 mm at 230 mm c/c, including jointing and finishing to a

flush finish of tapered and square edges of the board with

recomme-nded jointing compound , jointing tapes , finishing

with jointing compound in 3 layers covering upto 150 mm on

both sides of joint and two coats of primer suitable for board,

all as per manufacturer’s specification and also including the

cost of making openings for light fittings, grills, diffusers,

cutouts made with frame of perimeter channels suitably

fixed, all complete as per drawings, specification and

direction of the Engineer in Charge but excluding the cost of

185 1.00 Providing and fixing wall acoustical paneling using ecotone

Slato/ Anutone slato or equivalent Acoustic Panel make Slats 4,160.00 Sq.mt

L-16 of size 128mmx2430mmx16mm thick up to 2400mm .

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

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

Medium Density Fiber acoustic boards with Tongue &

Groove Edge,2mm slot perforation @ 16mm centre, slates

perforations, The acoustic should be furnished with a Black

absorbent felt backing with an airflow resistance of 330-

Ns/m³ (DIN 53887),wood practical core,NRC : should be Up

to 0.75,should meet the safety requirements of EN

Fixing :- Sound Strut CC18 screw fixed horizontal/vertical to

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

edges of Sound Strut CS55 fixed directly by stamping to the

CS55 and IC91 which is screw fixed directly to the wall

where ever required with a backing black color fabric as

approved by Architect and as specified including all

accessories, material & labor complete as directed by

Architect / Engineer.

186 1.00 Providing & Fixing in position 24 MM exposed grid

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

using 600 MM X 600 MM ecotone/anutone or equivalent .

make Glass Fiber Ceiling Tiles having tegular edges &

NRC value and approved surface design (with NRC of 0.90)

and edge profile Tegular placed in a suspended grid of size

600 MM X 600 MM made from hot dipped GI Steel sections,

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

MM thickness suspended at every 600 MM c/c along length

of ceiling with 4 MM dia, Pre-straightened G.I.Wire with

necessary level adjusters & intermediate cross tees of size

24 X 38 X 600 MM X 0.40 MM thickness shall be inserted in

to slots between the main tees at 600 MM centers in

direction vertical to the main tees, where in the main tees are

resting on the periphery on wall angles of size 24 MM X

MM X 3000 MM X 0.40 MM thickness including providing

necessary openings for light fixtures, diffusers etc.

187 1.00 Providing and fixing of Roller blind curtain/blackout. The Smt

fabric shall be woven from formulated platisol extruded over 2,610.00

a polyaster yarn.The fabric shouldl be weaved to provide

subtle view of the side of the blind and should offer

elimination of glare and sunlight radiance upto a minimum of

80%.The fabric shall be flame retardant.

188 1.00 Providing and applying Texture Paint (Rustic Finish) on Sq.m

external plastered surfaces, pattern as per sample approved 425.00

by the Architect. including preparing surface, using roller to

get approved texturised surface. Job to include making

required surface preparation, to receive Texture paint finish

etc. All complete as per detail drawing, as specified and as

directed by Architect / Consultant / Project - In - Charge. The

rates shall be inclusive of Scaffolding, all material, labour etc.

complete. as directed by EIC.

189 1.00 Providing and fixing PVC/Gpsysum plain colour false Smt

ceiling with grid type with aluminium frame from 766.00

gypsteel, fastners ,props, Finishing as per architectural

drawing allowing openings for A.C. Diffusers,

Light/Electrical Points etc –complete, Prior to fixing on

frame.(Brand : Anutone or equivalent ) (N.S.) or as

directd by engineer In Charge.

190 1.00 Provdg. & laying S.W. Gully trap with brick masonry chamber No.

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

mouth trap 100 mm x100 mm size P-Trap

191 1.00 Providing cement vata (10cmx10cmsize) quarter roundin Rmt.

cement mortar 1:1 including neat cement finishing, waterin 23.45

getc. complete.

192 1.00 Providing and laying (to level or slopes) and jointing with stiff Rmt.

mixture of Cement Mortar in proportion 1:1 Salt glazed 211.05

stoneware pipes including testing of pipes and joints

complete.(A) 100mm dia.

193 1.00 Providing and laying (to level or slopes) and jointing with stiff Rmt.

mixture of Cement Mortar in proportion 1:1 Salt glazed 288.23

stoneware pipes including testing of pipes and joints

complete.(B) 150mm dia.

194 1.00 Constructing brick masonry chamber for underground C.I. Each

Inspection chamber and bends with bricks having crushing 2,903.89

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

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

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe

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

aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

195 1.00 Constructing brick masonry chamber for underground C.I. Each

Inspection chamber and bends with bricks having crushing 3,624.51

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

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

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe

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

aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed concrete

etc. complete.(i)Inside dimensions 500mm x 700 mm and

450mm deep for pipe line

with one or two inlets.

196 1.00 Constructing brick masonry chamber for underground C.I. Each

Inspection chamber and bends with bricks having crushing 7,109.35

strength not less than

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

455mm x 610mm intenal dimensions total weight of cover

with frame to be not less than

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

top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded

stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a floating coat of

neat cement on walls and bed

concrete etc. complete.(iii) Inside dimensions 600mm x

mm and 450mm deep for pipe lines with three or more inlets.

197 1.00 Providing, supplying and fixing precast C.C. blocks (M-20) Rmt.

edge kerb having size of 75 x 300 x 300 mm depth and as 219.00

per design conveying it to the site, jointing into C:M 1:3 and

racking out the joints incl. necessary excavation of asphalt,

soil etc..completed.

198 1.00 Constructing a cooking Sandwich platform 60 cm. width and Rmt.

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

23 cm.thick in C.M.(1:6) with (ii) Fixing black Granitee 30mm

thick laid on precast R.C.C. (1:2:4) slab with plastering on

exposed faces of wall in C.M. (1:4) etc complete.

199 1.00 Constructing a cooking platform 60 cm. width and 70 cm high Rmt

resting on B.B.Masonry walls 23 cm.thick in C.M.(1:6) with 1,132.43

(ii) Fixing black kadappa stone 30mm thick laid on precast

R.C.C. (1:2:4)slab with plastering on exposed faces of wall in

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

200 1.00 Providing and fixing hard drawn steel wire fabric 75mm x Smt

25mm mesh or weight not less than 7.75 kg. per Sq.M. to 754.65

window frames etc. including60 x 20mm beading of teak

201 1.00 Providing & fixing 15 cm wide chicken mesh jali with nails & Rmt.

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

joints as per dir.of engg.in charge

202 1.00 Providing and laying cement concrete flooring 1:2:4 (1- Smt.

cement : 2-coarse sand : 4-graded stone aggregate 20mm 348.08

nominal size) laid in one layer and finished with a floating

coat of neat cement. (A) 50mm thick.

203 1.00 Providing and constructing, Underground (U/G) water tank of Litre

specified capacity, on specified location, for all depths, in 6.50

controlled CC of M-200 grade with bottom slab, top slab and

RCC walls, including cost of form work and

reinforcement,with inside and outside plaster in CM 1 :3 and

water proofing treatment as per IWP specification,including

injection, grouting, etc. complete. The rate includes for

providing and fixing two nos. 0.6m. x 0.6 m. size medium

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

and inlet and outlet connections etc. complete.

204 1.00 Providing & Fixing of Armstrong Mineral Fibre Acoustical Smt

Suspended Ceiling System with Dune (Bevelled Tegular) 1,307.00

Edge Tiles With Armstrong 15mm Exposed GRID. The tiles

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

Light Reflectance ≥85%, Thermal Conductivity k = 0.052 -

0.057 w/m K, Colour White, Fire Performance UK Class 0 /

Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x

15mm , suitable for Green Building application, with

Recycled content of 32%. The tile shall be laid on Armstrong

Silhouette profile grid system with 15mm white flanges

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

with a web height of 45mm and a load carrying capacity of

minimum 15.68 Kgs/M2 & minimum pull out strength of

Kgs.. Silhouette, Main Runners & Cross Tees to have mitred

ends & “birdsmouth” notches to provide mitred cruciform

junctions. The T Sections have a Galvanizing of 90 grams

per M2 and need to be installed with Suspension system of

Armstrong make. Warranty Certificate and Test Reports for

NRC, CAC and Fire rating shall be provided by Vendor.

Mineral Fibre Acoustic Modular Ceiling Tile should be

GREENPRO certified and qualifies as GREEN PRODUCT

certified by CII Green Products and Services

Council.INSTALLATION: To comprise main runner spaced at

1200mm centres securely fixed to the structural soffit using

Armstrong suspension system (specifications below) at

1200mm maximum centre. The First/Last Armstrong

suspension system at the end of each main runner should

not be greater than 450mm from the adjacent wall. Flush

fitting 1200mm long cross tees to be interlocked between

main runners at 600mm centre to form 1200 x 600 mm

module. Cut cross tees longer than 600mm require

independent support. 600 x 600mm module to be formed by

fitting 600mm long flush fitting cross tees centrally between

the 1200 mm cross tees.Perimeter trim to be Armstrong wall

angles of size 3000x19x19mm, secured to walls at 450 mm

maximum centres. Installation should be carried out as per

Armstrong recommended procedure.ARMSTRONG

SUSPENSION SYSTEM accessories manufactured and

supplied by Armstrong World Industries consisting of M6

Anchor Fasteners with Vertical Hangers made of Galvanised

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

Thickness of 80gsm, A pre Straightened Hanger wire of dia –

2.5 mm of 1.8 m length., thickness of 80gsm and a tensile

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

0.8mm thick, galvanised spring steel for 2.68 mm with a

minimum pull strength of 110 kg. The adjustable clip also

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

205 1.00 Providing and fixing PVC Printed pain colour false ceiling Smt

with grid type with alluminium frame consisting of 600mm x 766.00

600mm 3mm thick plain PVC sheet used as panel insert in a

frame work made using anodized alluminium T section of

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

pattern of grid sizes of 2 x 2 (600 x 600mm) The alluminium

frame work is supported from the cceiling with the help of

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

maintain proper level etc. The aluminium frame work is

supported on side wall with the use of alluminium L section

of size 1 x1 (25 x 25mm) angles etc. complete as per

direction of Engineer in charge. Manufactures specification

206 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

A 1.00 Carpenter No

B 1.00 Fitter/Plumber/Mason No

C 1.00 WELDER/ Gas cutter at Day /night No

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

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

E 1.00 Mazdoor at Day Male/Female No's

207 1.00 Conveyance charges of (A) limemurrumbuilding rubbish Cmt

earth manure or 326.73

sludge & execavated rock andrubbish [Limemurrum building

208 1.00 Supplying electric breaker machine for RCC slab or asphalt Shift

demolishing work on site by using operator, fuel, power 1,071.42

supply etc.complete as directed. (no payment should be

allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down

work) (Based on Previously approved rate by CE sir )

209 1.00 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm No.

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

in charge. (Based on Central Store Rate)

210 1.00 Providing and fixing concealed center point to wall ceiling &

floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete.

211 1.00 15 MM DIA Rmt

B 20.00 20 MM DIA Rmt

C 40.00 25 MM DIA Rmt

D 1.00 32 MM DIA Rmt

E 1.00 40 MM DIA Rmt

F 1.00 50 MM DIA Rmt

212 1.00 Providing and fixing cast iron steps of size 500mm x 150mm Each

x 22.5mm and painting with two coats of Anti-corrosive paint 162.23

213 1.00 Supplying and fixing C.I. cover 300mm x 300mm without Each

frame for Gulley trap (Standard pattern) te weight of cover to 491.80

be not less 4.53 Kg.)

214 1.00 Providing and fixing sheet glass, selected quality (Type-C) Smt

bedded in putty and fixed with 1,176.10

wooden beading including the cost of wooden beadings of

first class teakwood and necessary cutting of glass. (2) 6 mm

215 1.00 Providing and fixing rough cast wired glass, 6mm thick Smt

bedded in putty and fixed with 559.26

wooden beading including the cost of wooden beadings of

Indian teak wood and necessary cutting of glass. (C) Wired -

216 1.00 Providing and fixing five courses water profing treatment with Smt

bitumen felt consisting of second and fourth course of blown 466.84

/ bitumen or/ and residual bitumen applied hot at 1.2 kg.per

Sq.M.of area for each course and first course with fibre base

bitunen saturated under lay type land third course

with fibre base self finished felt type 2 grade 1 and

fifth and final course of stone grit 6mm and down

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

including preparation of surface excluding grading complete.

217 1.00 Providing and fixing three courses water profing treatment of Smt

Astral Make Company. with an first layer of first course with 753.20

fibre base, Second Course of Water Proofing chemical coat,

and Third Coat of Fibre Coat with fibre base self finished felt

type 2 grade 1 and final course of Burshing with chemical

Treatment with a thickness of 1 to 2 mm thickness, including

preparation of surface , The Said work should be provided

for a perfomance bond of 5 Years for warranty purpose.

218 1.00 Providing and fixing of wall paper at Wall/Ceiling/ or at other Sq.Ft

places, as required. ( Basic Rate of Wall paper must be (100- 140.00

120) Rs. Per Sq.Ft. The Rate includes of necessary

material, with fixing and transporation with necessary

219 1.00 Supplying and fixing of Sheer Curtains of Different Size, In Smt

Patterned Fabric of White Colour Textures stiching fittings 1,955.00

and of stichless pattern. The Price Rate Includes necessary

Making with fixing of Sheer Curtain with top channels of

fixing as instruction of engineer in charge.

220 1.00 Supplying and providing of Green Curtain for prevention of Smt

Sunlight. The Price Rate Includes blackout curtains with 1,162.00

dense or fabirc or foam interlining material. The Price Rate

also Includes necessary fixing with roller tie ropes at site at

any height as per instruction of engineer in charge.

221 1.00 Providing and supplying bathroom plumbing materials of

approved make and quality, including Special Brass MTA, 22,500.0 Jobw

FTA, Brass Bush, GI Clamps, Jasti Khilla (galvanized nails), 0 ork

Ball Valves, Reducers, Nahani Trap, PVC Cowl, PVC

Solvent Cement (solution), tees, elbows, sockets, unions,

nipples, pipe clips, PTFE tape, and all other necessary

plumbing fittings and accessories complete as required for

installation at site.

222 1.00 Supplying and providing of CERA RO Angle Valve/RO No's

Connection Valve, chrome plated brass body complete with 250.00

wall flange, fixing materials, accessories and labour,

including all incidental works required for satisfactory

223 1.00 Providing and supplying shower complete with all standard No's

accessories and fittings, manufactured from high-quality, 9,030.00

durable materials, suitable for bathroom installations. The

item shall include all necessary components required for

proper installation and efficient operation, conforming to

relevant quality standards and specifications.

224 1.00 Providing and supplying CERA Curve Spout of approved No's

make and quality, manufactured from premium-grade 2,160.00

chrome-plated brass, complete with all standard fittings and

accessories as per instructions of engineer in charge.

225 1.00 Providing and supplying wash basin of approved make and No's

quality complete with all standard accessories and fittings 3,850.00

including all necessary components required for installation

as per instructions of engineer in charge.

226 1.00 Providing and supplying 300 mm Bottle Trap complete with No's

all standard fittings and accessories, of approved make and 2,580.00

quality, as per specifications as per instructions of engineer

227 1.00 Providing, supplying and installation CERA Tall Boy Pillar No's

Cock, chrome plated brass body, complete with all fixing 3,790.00

materials, connectors, accessories and labour, including all

incidental works required for satisfactory completion.

228 1.00 Providing and fixing CERA Sink Cock, wall mounted, brass No's

body with chrome plated finish, swivel spout, complete with 3,280.00

wall flange, connecting accessories, nuts, washers, PTFE

tape and all standard fittings as directed by the Engineer-in-

229 1.00 Providing and fixing CERA 2-in-1 Bib Cock, wall mounted, No's

brass body with chrome plated finish, having one main outlet 2,900.00

and one auxiliary outlet with independent operation,

complete with wall flange, all standard fittings as directed by

the Engineer-in-Charge.

230 2.00 Supply, installation, testing and commissioning of CERA No's

F1023201 Curve Series Concealed Stop Cock (2-Way), 1,510.00

chrome plated brass body and trim, complete with concealed

body, wall flange, fixing materials, accessories and labour,

including all incidental works required for satisfactory

231 1.00 Providing and fixing of brass chrome plated Hex Nipple of No's

approved size, complete with PTFE tape, fixing materials, 100.00

accessories and labour, including all incidental works

required for satisfactory completion.

232 1.00 Providing and fixing of brass chrome plated Extension Nipple No's

of size 2" as per instructions of engineer in charge. 180.00

233 7.00 Providing and fixing of Extension pipe of size 1" as per No's

instructions of engineer in charge. 150.00

234 1.00 Providing and fixing of CERA Heathfacet F8030105AB as No's

per instructions of engineer in charge. 1,180.00

235 5.00 Providing and fixing of Flange (7307) as per instructions of No's

engineer in charge. 100.00

236 1.00 Providing and fixing of F1023151CH Curve bib cock as per No's

instructions of engineer in charge. 2,610.00

237 1.00 Providing and fixing of Waste Coupling (7418) as per No's

instructions of engineer in charge. 1,000.00

238 1.00 Providing and fixing of Bib cock washing M/C Nozzel as per No's

instructions of engineer in charge. 964.00

239 1.00 Providing and fixing of Shower Arm (8481) as per No's

instructions of engineer in charge. 1,250.00

240 4.00 Providing and fixing of Extension pipe of size 1.5" as per No's

instructions of engineer in charge. 150.00

241 1.00 Providing and fixing of CERA PRO WH EWC With S Close No's

SC SN WH - S1043172SN as per instructions of engineer in 9,490.00

242 4.00 Providing and fixing of Inner Parts (8481) as per instructions No's

of engineer in charge. 4,530.00

243 4.00 Providing and fixing of Metropol- 1.25 F8010108 as per No's

instructions of engineer in charge. 4,580.00

244 4.00 Providing and fixing of Chair Bracket (7325) as per No's

instructions of engineer in charge. 1,250.00

245 5.00 Providing and fixing of glass partition of 12 mm thickness of Smt

required size. The Rate includes necessary material of glass 3,500.00

with fittings for seperation of toilet and bathroom units as per

instructions of engineer in charge.

246 5.00 Providing and fixing flush 35 mm thick door shutters, Smt

solid core construction with frame of first class 7,500.00

hardwood with cross board and face veneer or plywood

face panels, with both side 1 mm laminate finishing

including anodized aluminum butt hinges with

necessary screws. Decorative type and pine wood

core anodized minimum 3 no 150 mm long aluminum

butt hinges in flush door shutters with 2 no of brass

holdfast 325 mm long 1 no brass tower bolt 250 mm long

and two no of 150 mm long brass door handle .

Decorative both side laminated Flush door 35 mm thick.

with frame of 10 cm x 7 cmt Indian teak wood frame

including all necessary fitting fixtures hardware

screw and adhesive etc fixing up to all lead and lift

height up to 45 mtr from GL etc complete as per direction

of engineer in charge

247 5.00 Supplying and fixing of Roller blind curtain In Patterned 6670.00 Smt

Fabric of Different Textures corded in roller blinds with

stiching fittings and of stichles pattern. The Price Rate

Includes necessary Making with fixing of roller blind with

roller mechanism as instruction and selection of design as

per engineer in charge.

248 5.00 Supplying and fixing of Sheer Curtains of Different Size, In 1955.00 Smt

Patterned Fabric of White Colour Textures stiching fittings

and of stichless pattern. The Price Rate Includes necessary

Making with fixing of Sheer Curtain with top channels of

fixing as instruction of engineer in charge.

249 425.0 Wall painting (two coats) with plastic emulsion paint of Sqm

0 approved brand Like Asian Royal Paint or as equivalent and 300.00

manufacture on undecorated wall surface to give an

even shade including throughly brushing the surface free

from mortar droppings and other foreign matter and sand

papered smooth. The Rate is inclusive of applying Birla Putty

and other necessary pigments as instructed by engineer in

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

Contractor’s Quoted Rate: -

Net Quoted Tender Amount Rs.

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

Date: (West Zone)

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

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

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

permanentbasis.

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

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

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

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

period up to March 31,

(1) Commercial Banks :

(1) Kotak Mahindra Bank

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

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

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

(2) Rajkot Nagarik Sahakari Bank Ltd.

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

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIAL CONDITION OF CONTRACT

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

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

engineer- in-charge on daily basis.

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

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

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

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

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

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

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

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

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

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

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

to prevailing labour laws.

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

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

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

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

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

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

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

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

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

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

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

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

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

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

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

bills of contractors.

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

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

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

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

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

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

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

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

aspects in the relevant Indian Standards shall be referred to.

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

the following limits:

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

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

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

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

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

shall be taken as final.

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

17. Lift shall be measured from plinth level.

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

specifications shall be deemed to be included there in.

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

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

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

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

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

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

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

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

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

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

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

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

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

the site of work within 24 hours.

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

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

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

particular item.

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

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

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

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

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

of the structure.

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

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

works as also of the work itself.

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

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

days (120) from opening of price bids.

SECURITY DEPOSIT

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

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

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

CONTRACTOR'S SIGNATURE & STAMP ADDL.CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

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

should be in proportion to time limit.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Rules framed the to under.

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

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

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

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

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

earnest money and black list the contractor.

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

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

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

steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

form of demand draft or in cash.

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

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

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

by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Period

1 Repairing and Maintenance of Rs. 8,35,723.61 Rs. 8,358.00 06 Months

Plumbing work, and necessary

renovation work at different

municipal buildings in

navrangpura ward at west zone.

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

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

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

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

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

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

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

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

specified in Clause 2 of Financial Condition.

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

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

Ahmedabad-380013.

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

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

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

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

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

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

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

responsibility for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

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

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

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

appointed time and location on the next working day.

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

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

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

may consider appropriate.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

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

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

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

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

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

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

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

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

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

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

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

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

prescribed by the Contract.

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

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

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

8. Clarification of Bids

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

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

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

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

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

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

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

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

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

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

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

decisions may result in the rejection of his bid.

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

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

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

bidder’s own expense.

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

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

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

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

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

expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

valid for 28 days beyond the validity of the bid.

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

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

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

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

(five percent) of the Contract Price .

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

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

period and discontinuity period.

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

per format shall be issued as per Memorendum of work.

(E) Retention :-

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

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

As per AMC Rule

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: Maintenance and Repairing of UPVC Plumbing Network with Necessary

Upgradation and Misc. Civil works at Different Municipal Bunglows, School, and Other Mun.

Buildings in Navrangpura area at Navrangpura ward at west zone.

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