Constructing compound wall at Diff. Muni. Plots & Gardens in Vasna ward West Zone (ARC)

Name of work:- Constructing compound wall at Diff. Muni. Plots & Gardens in

Vasna ward West Zone (ARC)

No. Qty Items Rs. Ps. Per Rs. Ps.

1 35.00 Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

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

2 10.00 Demolition of RCC work includes stacking of

serviceable materials and disposal of unserviceable

materials with all leads and lifts. 1047.38 Cmt

3 100.00 Removing and scraping of old deteriorated plaster of

any thickness from wall / RCC member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift 19.38 Smt

4 150.00 Dismentling barbed wire in fencing including making

rolls and also including dismentling fencing posts

including all earth work concrete in base and making

good the disturbed ground stacking useful materials

as directed and disposing as directed and disposing of

the unserviceable materials with all lead and lift. 66.15 Rmt

5 Excavation for foundation up to1.5 m depth including

sorting out and stacking of useful materials and

disposing of the excavated stuff upto 50 mt. lead.(A)

Loose or soft soil

a 200.00 0 to 1.50 mt.depth 115.92 Cmt

b 25.00 1.5 to 3.0 mt.depth 128.52 Cmt

6 5.00 Providing and laying cement concrete 1:5:10 (1-

Cement:5-finesand:10-graded brick bat aggregates

mm nominal size) and curing complete excluding cost

of formwork in(A) Foundation and Plinth 2457.01 Cmt

7 20.00 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

ton). 2653.67 Cmt

8 Providing and laying controlled cement concrete /

Ready Mix Concrete of M-200 and curing complete,

excluding the cost of form work and reinforcement for

reinforced concrete work in

25.00 (A) Foundations, footings, base of columns, and mass

concrete. 3977.88 Cmt

0.00 (B) Walls from top of foundations/level up to floor Four

level. 4484.17 Cmt

20.00 (C) Slabs, landing shelves, Balconies, lintels, beams,

girders, and cantilever, up to floor Four level. 4460.36 Cmt

10.00 (D) Columns, pillars, posts, and struts, up to floor Four

level. 4558.20 Cmt

0.00 (E) Staircase up to floor four level. (excluding landing) 5418.91 Cmt

1.00 (F) Vertical and horizontal fins up to floor four level. 4701.97 Cmt

9 Providing form work in ordinary timber planking so as

to give a rough finish including centering,shuttering

strutting and propping etc height of propping and

centering below supporting floor to celling not

exceeding 4M &removal of the same fo in situ

reinforced or plain concrete work upto floor four level

55.00 Foundation, footings, bases of columns etc. and mass

concrete 171.68 Smt

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

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

mm in thickness. 252.00 Smt

1.00 (B) Flat surfaces such as soffits of suspended floor

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

200mm in thickness. 270.90 Smt

1.00 Vertical surface such as walls (any thickness)

partitions and the like including attached buttresses &

string course & the like. 229.95 Smt

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

Rectangular Polygonal in plan. 297.68 Smt

0.00 (2) Circular or curved in plan. 422.10 Smt

150.00 (H) Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth 192.15 Smt

10 4500.00 Providing TMT Bar FE 415 reinforcement for R.C.C.

work including bending, binding and placing in position

complete upto floor two level 66.59 Kg.

11 100.00 Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

12 Brick work using common burnt clay building bricks

having crushing strength not less than

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

Mortar1:6 (1-Cement :6 - fine sand)

A 50.00 (A) Conventional (upto 10 ton) 3981.21 Cmt

13 Extra Rate for brickwork in Above Item for super

structure above plinth level upto floor two level

a 40.00 (A) Conventional (upto 10 ton) 272.25 Cmt

14 400.00 Providing 15mm thick cement plaster in single coat on

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

interior plastering upto floor two level and finished

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

cement:3-sand) and smooth / Mala Plaster/ neat

cement slurry in C.M.1:3 174.83 Smt

15 150.00 Providing & fixing 15 cm wide chicken mesh jali with

nails & then application of 15 mm plaster on R.C.C. &

masonary joints as per dir. of engg. In charge. 35.00 Rmt

16 300.00 20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of

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

sand) and 8mm thick finishingcoat of C.M. 1:1 (1-

cement : 1-sand) etc. complete. 297.68 Smt

17 500.00 Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an

required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials.etc

complete) 113.40 Smt

18 200.00 Painting two coats (excl. priming coat) on peviously

painted steel & other Metal surfacer with enamel

paint, brushing, interior to give an even shade incl.

cleaning the surface of all dirt, dust and other foreign

matter 54.35 Smt

19 8000.00 Providing and fixing M.S. grills of required pattern to

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

required spacings and frame alround, square or round

bars with round headed bolts and nuts or by screws 100.17 kg

(A) Plain Grill. (upto 10 ton

20 200.00 Conveyance charges of earth lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly

ash, aggregate of any kind etc. comp. upto 5 km lead. 326.73 Cmt

21 150.00 P/M/F chainlink jali 8’ x4’ size asper details sketch &

instruction ofengineer in charge same asLaldarwaja

garden pattern consistingof 3’ dia. M.S. black pipe ‘A’

class 5’4" ht. fixed at 8’9” c/c in CC 1:2:4 block of

9”x9”x9” size chainling jali of size 2” x 2” x

gaugefixed in 35x35x 5 mm MS angleframe 8’x4’ size

with MS flat of size 25x3 mm welded with jali etc.comp.

The jali is to be welded to MS pipe with MS flat

asinstruction given.The MS pipe andthe MS angle

frame are to be painted one coat of primer and

twocoats of paint as directed inline and level. 1230.00 Rmt

22 110.00 Renovation and Repairing work in Chainlink fencing

any size and also refixing work incl. febrication work

with all materails to be painted one coat of primer and

twocoats of paint as directed inline and level. 735.00 Rmt

23 200.00 Providing and fixing 1.20 Metre high fencing with2.0M

etrelong M.S.Angle posts 40mmx40mmx6mm and

oilpainting 3coats fixedat2.5Mt,C/c.with five

Horizontanline sand two diagonals of galvanised steel

barbed wirew eighting 9.38Kg.per 100Metre, strained

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

postsin round with 0.5x 0.5.x 0.5.block in CC 1:5:10

etc. complete. 385.40 Rmt

24 Providing and supplying of labour for necessary

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In

a 10.00 Mistry 692.00 No

b 1.00 Plumber (Fitter) 697.00 No

c 10.00 Welder 689.00 No

d 50.00 Mazdoor at Day Male 493.00 No

e 10.00 Supervisor 711.00 No

25 10.00 Supplting of welding machine / gas cutter including

cost of welding rods/gas, Transportation, including

carting from site to work place. (Appr. Rate) 1500.00 No

26 20.00 Hiring of Three wheeler carrier (Chakado/Rixa)

considering 10 Hrs. as working day hours incl.Driver 1153.24 Day

Seal and Signature of the Bidder Add.City Engineer

Date: (West Zone)

Tender Fee Rs.900.00

Earnest Money Rs.24975/-

Contractor’s Name & Address :

MEMORANDUM OF WORK IN BRIEF

Constructing compound wall at Diff. Muni. Plots

& Gardens in Vasna ward West Zone (ARC)

1. Name of Work

Rs. 24,97,415.72 (exclusive of GST). GST will be paid extra by

2. Tender Estimated Cost

AMC/Authority at prevailing rate to the contractor.

1% of the Tender Cost in the form Rs.24975.00

3. Earnest Money

(D.D./Pay Order / Local Micr Check/B.G.)

4 Tender Fee Rs Demand Draft of Rs.900.00

6. Time-Limit 12 months

7. Validity Period 120 Days

8 Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

(i) Last Date of Submission of the Tenders from the AMC website www.amc.nprocure.com &

9 www.nprocure.com shall be down loaded from AS PER TENDER

Tender NOTICE INVITED

a) In Sealed cover in duplicate copies by Registered Post A.D,or by

(ii) Mode of Sending Courier.or hand delivery

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

(iii) Description essential to be

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

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 shall not be submitted

Schedule of Quantities and Rates Physically.

10 Date of Opening Tenders from the AMC website www.amc.nprocure.com &

www.nprocure.com shall be down loaded from AS PER TENDER

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening

11. hours: West Zone, 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan,

Usmanpura.Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

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

12 Penalty Due to Delay of Lakhs), (3) Rs.5000 per day (for all tenders amounting

work above 30 Lakhs) but not more then 10% of bill

13 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

Time permitted to start parts start the works within 48 hours of intimation of work. Communication

14 ofwork 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

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 makecontractor 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

15 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.

16 Defect &Liability Period The contractor shall be responsible to make good and remedy at his own

expense any defect which may develop or may be noticed before the

period mentioned hereunder from the certified date of completion, The

within 15 days of receipt of the notice. In the case of failure on the part

of the contractor, the Engineer-in-charge may rectify or remove or re-

execute the work at the risk & cost of the contractor. The Engineer-in-

charge shall be entitled to appropriate the whole or any part of the

amount of security deposit towards the expenses, if any, Incurred by him

in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put to

tender), the period shall be 3 months from the certified date of

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

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

of completion or one monsoon, whichever is later.

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

12 months from the certified date of completion which should include

(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 date.

17 Time permitted to start parts of work 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 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.

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

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

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

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

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

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

Contractor's Sign Add.C.E.(west zone)

AMC Finance dept. circular No – 41, Dt.08/02/2022

(A) Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

(1) All Nationalized Banks

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

2022. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee

irrespective of the date of termination of Bank Guarantee. Guarantees issued or Authorized by

Ahmedabad Branch Only.

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

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

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

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document

for the construction of works (as defined in these documents, hereinafter referred to as "the Works")

detailed in the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the

following requirements:

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or

equivalent. If contractor is not registered with AMC in the relevant class, on award of contract

he shall be required to register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the

Employer shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of the

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown,

produced or manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder; and

AHMEDABAD MUNICIPAL CORPORATION

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T he c on t rac t or s ha l l ha ve t o m ai n ta i n a cc ou n t of s te el, ce m e nt a nd ot he r m at e r ia l s t hat ma y be

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don e b y c on cr et e m i xer mac h i ne. Arra n g e me nt s of b i n di n g vi br a t or f or R. C. C. w or ks i f re q ui r e d

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f rom s it e w i t h i n 2 4 h ou r s b y c o n t ra ct or at t hi s r i s k a n d c os t .

For m i xi n g mor tar e i t he r f or m a s on r y or f o r p la s t er or f o r a n y ot her pur p ose c ont rac t or s ha l l ha v e t o

pr e p ar e t h r o u gh of b i g g e r si z e a n d m i x t he mor t ar i n t he r e q u ir e d pr op or ti on. In on ca s e he s ha l l be

all ow e d t o m i x t h e m or t ar ei t her on fl o o r or a n y f i ni s he d s urf ace s .

pa y t he wa t e r c har ge s as p e r w a ter me t er.

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c on tr a c t or a n d h e s ha l l b e pa i d at t he ra t e f i xe d b y C .E . /A dd l. C i t y E ngi nee r a s pe r t he ra t e

an al ys i s b as e d on c u rre n t mar ke t r a t e s .

If i n t h e i n ter e s t of t he C or p or at i on it i s n e ce s sa r y t o c ha n ge e i t her a n y si te or t he de si gn of t h e

pr op os e w or k t he c on tr a ct or s ha l l car r y ou t t h e sa m e a t h is q u ot e d r a t e s wi t ho ut c har ge s a n y e xt r a

an d t h e c on t r a c t or w il l ha ve t o c arr y ou t t he w o r ks a n d he w i l l b e pa i d at t he r at e q uot e d b y hi m a n d

T he c u b ic al c on t e nt s of th e c e me n t ba g s ha l l be t a ke n a s 1- 2 0 c f t. Pe r ba g a n d t h e c ontr a c t or s s ha l l

ha ve t o p r e par e t h e me a s ur e s b ox e s ac c or d i n g t o t h i s m ea s ur e.

T he R. C. C. or s pe c i fi e d w or k s hal l n ot be d o n e on S u n d a y a n d hol i da y e x c e pt i ng e me r ge n c y or

w he n tec hn i c al r e q ui r e me n t s a re s uc h t h at c on t in u i t y of wor k s h oul d b e ma i nta i ne d a nd t ha t t o w i ll

be w i t h pri or per mi s si on of t he c om p e te n t a u t h or it y.

Re te n ti on m on e y a t t h e r ate of 2 % s hal l b e de d uc te d f r om e ve r y r u nni n g bi l l of t he c ont ra c t or an d

w hic h w i ll be pa i d a t t h e ti m e of fi na l bi ll .

C on t r ac t o r wi ll be f u ll y r e s p on s i bl e f or c om p l ia n ce of t h e var i ous p re vi si on un der c ont r act Ac t .

19 7 0 a n d t h e R ule s fr a m ed f or t o u n d er .

T he te n der f or t h e w or k s h al l re m a i n op e n f or a per i od ( 1 2 0) da ys f r om the d a te of ope ni ng of th e

te n der s f or t hi s w or k a n d t he te n de r er s hal l n ot be al l ow e d t o wi t hdr a w on m odi f y t he off e r on hi s

ow n d ur i n g t h e pe ri od . If a n y t e n de re r wi t h dra w or ma ke s a n y m od i f i c at i ons ( s) or a ddi ti on ( s) i n

th e ter m s a n d c on d i t i on s of h i s t e n de r n ot a c ce pt a bl e t o t he M u nici pa l C or por a t i on , t he M un ic ipa l

C or p or a t i on s h a l l wi t h o ut p re ju d i ce t o a n y r i gh t o r r e m e d y b e at l i ber t y t o f or f e i t i n f ull t h e s a i d

ear ne s t m on e y a b s ol u t el y.

As p e r Cir c u la r No. M C R 2 1 7 6 (9 6 ) 2 4 1 8 ( ii ) G HH da te d 3 1- 0 3- 7 7 i ss u ed b y G o ve rn m e nt of G uj ar a t

c on tr a c t ors ar e re q u e s t ed t o pr od u c e t he i r q u ar r y m at e r ia l s f or c on s tr uct i on w or k t hr ou gh l e ga l

s our c e s. i .e. on l y f or m th e q ua rr y l ea s e h ol d e r s, per mit h ol d er or m i d dl e ma n w h o s a ti s fi e s t he

c on tr a c t or as t o t he le ga l i t y of t h e s our c e of p ur ch as e b y h i m on t he se m at er ia ls .

If t he wor k i s n ot c ar ri ed ou t wi t hi n t h e s p ec i f i e d t i me l i mi t p e na lt y w il l be c har ge d a p pli c a bl e a s

per A M C R ul e s .

ii) Al l t e n de rs ar e t o be su b mi tt e d i n d u pl i c ate wi t h ou t w hi c h t he t e nd ers a re l i a bl e t o be

iii ) I n c a se of t e n der d ow n l oa d e d fr om we b si t e, te n de r f ee & E M D s h oul d be s ub mit te d i n f or m

i v) C on d i t i on of f or m B 1 St an da r d S pec if ic a ti o n of ma te ri a l & c o de of pr a ctic e w il l be

a pp l i c abl e. F or m B 1 & B 2 c a n b e i s a v a i l a ble i n we b s i t e. C ond it io n of F or m B- 1 F o r

Def ect l i abil it y C l a u s e is n o t a p p l i c a b l e F or t hi s W o r k.

t hi s W o r k & A s P e r i ns t r uc t i o n o f E n g g .i nc h a g e & a ls o Ge ne r a l T ec h ni c a l S p ec i f i c a t i ons f or

B ui l d i n g Works b ook a va i l a b l e from Gu j a r a t Book Stores (Pvt.) Ltd. Sector-

21,Gandhinagar,DE T A I L E D G E NE R A L T E C H N I C A L SP E C I F I C A T I O N S ca n be a vai l a bl e f r om

A h me da b a d M u n ic i pal C or p or a ti on w e bs it e “ ww w .e g o va m c. c om ” .

C o nt r ac t or’ s S i gn at ur e Ad d. Ci t y E ngi nee r

( W e st Zon e)

General information

All individual firms must complete the information in this form. Nationality information shall be

provided for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the

following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and included

b) Record of poor performance such as abandoning the work, rescinding of contract for which the

reasons are attributable to the non-performance of the contractor, consistent history of litigation

awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and

words) only in E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided by the

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a

joint venture. A bidder who submits or participates in more than one bid for a contract package will be

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to

comply with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause

bids which are not substantially responsive to the requirements of the bidding documents will be

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and the

Employer shall be written in the English language. Supporting documents and printed literature

furnished by the bidder may be in another language provided they are accompanied by an accurate

translation of the relevant passages in the English language, in which case, for purposes of

interpretation of the bid, the English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures

and words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid

submission specified in Clause. The Employer as non-responsive shall reject a bid valid for a

shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may

request the bidders to extend the period of validity for a specified additional period. The request

and the responses thereto shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bidder agreeing to the request will not be required or permitted to modify his

bid but will be required to extend the validity of his Bid Security for the period of the extension,

and in compliance with Clause 2 ( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly

authorized to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with

instructions issued by the Employer, or as necessary to correct errors made by the bidder, in

which case the person or persons signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date

specified in the NIT.

Any bid received by the Employer after the deadline for submission of bids will be returned unopened

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the

Employer will direct him to submit the Performance Security and attend the Employer's office on a date

determined by the Employer for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to do high

quality work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner

and medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest

entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original

and extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question. The

Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to be

awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines

that the firm has engaged in corrupt or fraudulent practices in competing for the contract, or during

 “corrupt practice” means behavior on the part of officials in the public or private sectors by

which they improperly and unlawfully enrich themselves and/or those close to them, or induce

others to do so, by misusing the position in which they are placed, and it includes the offering,

giving, receiving, or soliciting of anything of value to influence the action of any such official in

the procurement process or in contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract

without assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable for

disqualification / rejection at any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the

Tender volume is submitted without valid documents and without proof of eligibility criteria it will

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or

are conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the

existing laws as well as framed from time to time). Any penalties laid due to violation of such laws

shall be directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the

road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic

blinkers, traffic signs as per design, safety tapes etc. to be arranged at site. Necessary florescent

marking on traffic signs to be provided so that it should be visible at night. During night working

hours safety in charge personnel shall be provided with florescent jackets. This shall be Provided

at no extra cost by the bidder under attaché with specified in the tender documents under

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new

connection on behalf of AMC. It includes filling the necessary application to power Supply

Company, follow up and getting the supply, filling the necessary test reports to the power supply

company. All official fees including security deposits and other expenses shall be of initially paid by

the contractor. AMC may support to get the temporary connection and may at its diseretien get

the same converted to permanent connection at the same of AMC if desired do,and contractor

shall as no extra cost support the same. In this case AMC my be as the remaining cost subject

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract

upon any agreement for a commission, percentage, brokerage or contingent fee. Breach of this

warranty shall give the Municipal Commissioner the right to cancel the contract or to take any

other measure as the Municipal Commissioner may deem fit. The warranty does not apply to

commissions payable by the contractor to establish commercial or selling agent for the purpose

of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this

contract or to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or

under this Contract against the contractor the same may be deducted by the Municipal Corporation

from any sum then due or which at any time thereafter may become due to the contractor under

this contract and failing that under any other contract with the Municipal Corporation or from any

sum due to the contractor with the Municipal Corporation (which may be available with Municipal

Corporation), or from his retention money, or he shall pay the claim on demand. The Municipal

Corporation reserves the right to carry out post payment audit and technical examination of the

final bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment

when detected not withstanding the fact that the amount of the final bill may be included by the

If as a result of such audit and technical examination any over payment is discovered in respect of

any work done by the Contractor or alleged to have been done by him under the contract, it shall

be recovered by the Municipal Corporation from the contractor by way of all the means prescribed

above or if any under payment is discovered by the Municipal Corporation, any amount due to the

contractor under this contract or under payment may be adjusted against any amount then due or

which may at any time thereafter become due before payment is made to the contractor from him

to the Municipal Corporation on any other contract account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become

liable and which is chargeable to the contractor, the owner shall have the right to retain out of any

payment then due or thereafter to become due an amount sufficient to completely indemnify the

owner against such lien or claim or if such lien or claim be valid the owner may be or become due

and payable to the contractor. If any lien or claims remaining, unsettled after all payments are

made, the contractor shall refund or pay to the owner all money that the latter may be compelled to

pay in discharging such lien or claim including all cost and reasonable expenses.

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

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the

part of the contract documents. The full consideration shall be given to such addendum or corrigendum

before submission of tender duly filled in by the contractor. Therefore, the contractors shall have to

kindly refer the tender for such addendum or corrigendum published by AMC through its website

www.amc.nprocure.com & www.nprocure.com 48 hours prior to the deadline of submission of the

tender. Tenderers shall verify the number of addendum issued and enclose the same with the tender

documents , failing which the tenders shall be liable for rejection and no any complaint in respect to this

shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

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

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 followed.

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 in charge.

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

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 this project.

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

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

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 therewith.

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

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 will be given.

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 charge.

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.

total amount of work increases/ decreases.

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

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 work.

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 12 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:-

i) Conditional tender shall not be accepted.

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

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

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'SSIGNATURE ADD.CITY ENGINEER

& STAMP (West Zone)

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TECHNICAL SPECIFICATIONS OF WORK

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

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

1.0 Workmanship :

1.1 The demolition shall consist of demolition of one or more parts of the building as specified or shown in

the drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing

whole or part of work including all relevant item as specified or shown in the drawings.

1.2 The demolition shall always be planned before hand and shall be done in reverse order of the one in

which the structure was constructed. This scheme shall be got approved from the Engineer-in-charge

before starting the work. This however will not absolve the contractor from the responsibility of proper

and safe demolition.

1.3 Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or

property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be

carried out in such a way that no damages is caused to the adjoining property.

1.4 Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary precautions

shall be taken to keep the dust nuisance down as and where necessary.

1.5 Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged

by dropping from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The

dismantled articles shall be properly stacked as directed.

1.6 All materials obtained from demolition shall be the property of Government unless otherwise specified

and shall be kept in safe custody until handed over to the Engineer-in-charge.

1.7 Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked

properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b stacked as

directed by the Engineer-in-charge.

1.8 On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

2.0 Mode of measurements & payment :

2.1 Measurements of all work except hidden work shall be taken before demolition dismantling and no

allowance for increase in bulk shall be allowed. The demolition of lime concrete shall be measured under

this item. Specification for deduction for voids, openings etc. shall be on same basis as that employed for

construction of work.

2.2 All work shall be measured in decimal system as fixed in its place subject to the following limits, unless

otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be

worked out to the nearest 0.01 sq. mt. (c) Cubical connection shall be worked out to the nearest

2.3 the rate shall include cost of all labour involved and tools used in demolishing and dismantling including

scaffolding. The rate shall also include the charges for separating out and stacking the serviceable

materials properly and disposing the unserviceable materials with all lead and lift. The rate also includes

for temporary storing for the safety of the portion not required to be pulled down or of adjoining property

and providing temporary enclosures or partitions where considered necessary.

2.4 In measuring thickness plastered walls, the thickness of plaster shall be included. The unserviceable

materials shall be disposed off with all lead and lift. Ashlar face stones dressed stone etc. if required to

be taken down intact shall be dismantled and measured separately in cubic metres.

2.5 The rate is exclusive of cleaning of bricks or stones. Honey comb works or hollow block walling shall be

measured as solid.

2.6 The rate shall be for a unit of one cubic metre.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

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

The rate shall be for a unit of one Cum

Demolition of RCC work includes stacking of serviceable materials and disposal of unserviceable

materials with all leads and lifts.

The rate shall be for a unit of one Cum.The work should be done as specified in above item.

Removing and scraping of old deteriorated plaster of any thickness from wall / RCC member including

stacking of serviceable material and disposal of unserviceable from site of work with all lead and lift

The rate shall be for a unit of one Sqm

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts

including all earth work concrete in base and making good the disturbed ground stacking useful

materials as directed and disposing as directed and disposing of the unserviceable materials with all

The rate shall be for a unit of Rmt.The work should be done as specified in above item.

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 category.

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 paid.

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.

Providing and laying cement concrete 1:5:10 (1-Cement:5-finesand:10-graded brick bat aggregates

mm nominal size) and curing complete excluding cost of formwork in(A) Foundation and Plinth

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

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

Water shall conform to M-1. Sand shall conform M-6. Cement shall conform to M-3. Stone aggregate 40 mm.

nominal size shall conform to M-12.

Before starting concrete bed of foundation treaches shall be cleared of all loose materials, leveled, watered, and

rammed as directed.

Proportion of Mix :

The proportion of cement, sand and coarse aggregate shall be one part of cement, 4 parts of sand, 8 parts of

stone aggregates and shall so measured by volume.

The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be allowed for

smaller quantity of work if approved by the Engineer-in-charge. When hand mixing is permitted by the Engineer-

in-charge incase of break-down of machinery’s and in the interest of the work. it shall be carried out on a water

tight platform and care shall be taken to ensure that mixing is continued until the mass is uniform in colour and

consistency. However in such cases 10% more cement than otherwise required shall have to be used without

any extra cost. The mixing in mechanical mixer shall be done for a period 1 to 2 minutes. The quantity of water

shall be sufficient to produce a dense concrete of required workability for the purpose.

Transporting & Placing the concrete :

The concrete shall be handled from the place of mixing to the final position in not more than 15 minutes by the

method as directed and shall be placed into its final position, compacted and finished within 30 minutes of mixing

with water i.e. before the setting commences.

The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction and to allow

all the interstriees to be filled with mortar.

After the final set, the concrete shall be kept continuously wet, if required by pounding for a period of not less

than 7 days from the date of placement.

Mode of measurement and payment :

The concrete shall be measured for its length breadth and depth, limiting dimensions to those specified on plan

or as directed.

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

Providing and laying controlled cement concrete / Ready Mix Concrete of M-200 and curing complete,

excluding the cost of form work and reinforcement for reinforced concrete work in

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 the item.

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 respectively.

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

concrete aggregate by volume aggregate to coarse water per

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

M-150 (1:2:4) 220 ” aggregate by volume but 32 “

M-200 (1:1 1/2 :3) 160 “ subject to and upper 30 “

M-250 (1:1:2) 100 “ limit of 1:1/2 and lower 27 “

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

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 form.

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 minimum cover.

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

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 shall be made.

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

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 takes place.

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

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 30 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 breakdowns.

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

(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

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 level.

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 form work of ordinary timber planking so as to give a rough finish including centering

shuttering, strutting and propping etc. height of propping and centering below supporting floor to celling

not exceeding 4 m. and removal of the same for in site reinforced concrete or plain concrete work upto

floor four level ( a to h)

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be less

than that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans and be so constructed as

to remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be

made by the contractor to safe guard against any settlement of the form work during the course of concreting and

after concreting. The form work of shuttering, centering, scaffolding bracing etc shall be as per design.

Cleaning & Treatment of forms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before the

concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or treated.

The surface shall be then coated with soap solution applied before concreting is done. Soap solution for the

purpose shall be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively a coat of

raw linseed oil or form oil of approved manufacture may be applied in case steel shuttering is used. Soap solution

or raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken that the coating does

not get on construction joint surface and reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck after expiry of following

Sides of walls columns and vertical faces of beam 24 to 48 hours.

Beams soffits (Props left under) 7 days.

Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

Procedure when removing the form work:

All form work shall be removed without such shock or vibration as would damage the reinforced concrete surface.

Before the soffits form work and struts are removed, the soffits and the concrete surface shall be exposed where

necessary in order to ascertain that the concrete has sufficiently hardened.

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of the

form work and concrete work before, during and after pouring concrete. Watch should be kept to see that

behavior of centering and form work is satisfactory during concreting. Erection should also be such that it would

allow removal of forms in proper sequence without damaging either the concrete or the forms to be removed.

The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads

without any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before concreting. But

this will not relieve the contractor of his responsibility for strength, adequacy and safety of form work and

centering. If there is a failure of form work or centering, contractor shall be responsible for the damages to the

work, injury to life and damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be provided

and removed on completion work by contractor at his own expense. The scaffolding, hoisting arrangements and

ladders etc. shall be strong enough to with stand all live, dead and impact loads expected to act and shall be

subject to the approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety

of the scaffolding, hoisting arrangement, ladders, work and workman etc.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the work spot and afford easy

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the cost of

materials and labour for various operations involved such as:

Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering propping,

bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams, columns

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc.

Dressing with oil to prevent adhesion of concrete with shuttering, and

Raking or circular cutting.

Rate shall be paid in Sq.m

Providing thermo Mechanically treated bars (TMT BARS) confirming IS 1786/Fe 415 for R.C.C. wroks

including cutting , bending, binding and placing in position complete upto floor two level.

The scope of work consists of providing and laying mild steel reinforcement and TMT CRS Fe-500

reinforcement for RCC works of various components of the structure. This may be Tisco or any other approved

manufacturer branch and corrosion resistant steel bars approved by the Engineer Incharge. This includes

cuttings, bending, binding, placing, with all equipments and labour required for the work as directed by the City

Engineer, Ahmedabad and all operations covered within the intent and purpose of the specification.

Being of Reinforcement

Reinforcing steel shall conform accurately to the dimensions shown on relevant drawings and conforming

to the relevant IS codes (latest revision).

Bars shall be bent cold to the specified shape and dimensions or as directed by the City Engineer, AMC,

Ahmedabad using a proper bar bender, operated by hand or power to attain proper radii of bends.

Bars shall not be bent or straightened in a manner that will cause injury to the material.

Bars bent during transport or handling shall be straightened before being used on work; they shall not be

heated to facilitate bending.

The bending of the TMT bars shall be carried out as per the following:

S.No Operation Size TMT CRS-Fe-500

1 Bend Upto 22 mm dia 3d

Over 22 mm dia 4d

2 Rebend Upto 10mm dia 4d

Over 10 mm dia 5d

Placing of Reinforcement:

All reinforcing bars shall be accurately placed in the exact position shown on the drawings, and shall be

securely held in position during placing of concrete by annealed binding wire not less than 1 mm in size and

conforming to IS:280 and by using stays blocks or metal chairs, spacer, metal hangers, supporting wires or other

approved devices at sufficiently close intervals. Bars will not be allowed to sag between supports nor displaced

during concreting or any other operation over the work. All devices used for positioning shall be of non-corrodible

material. Wooden and metal supports will not extend to the surface of concrete, except where shown on the

drawings, placing bars on layers of freshly laid concrete as the work progresses for adjusting bar spacing will not

be allowed. Pieces of broken stone, brick or wooden blocks shall not be used. Layers of bars shall be separated

by spacer bars, precast mortar blocks or other approved devices.

Reinforcement after being placed in position shall be maintained in a clean condition until completely

embedded in concrete. Special care shall be exercised to prevent any displacement of reinforcement in concrete

already placed.

To protect reinforcement from corrosion, concrete cover shall be provided as indicated on the drawings.

All bars protruding from concrete to which other bars are to be spliced and which are likely to be exposed for an

indefinite period shall be protected by a thick coat of neat cement grout.

In the case of columns and walls, vertical bars shall be kept in normal position with timber templates

having slots accurately cut in for bar position. Such templates shall be removed after the concreting has

progressed upto a level just below them.

Bars crossing each other, where required, shall be secured by binding wire (annealed) of size not less

than 1 mm and conforming to IS;280 in such a manner that they do not slip over each other at the time of fixing

and concreting. As far as possible, bars of full length shall be used. In case this is not possible, overlapping of

bars shall be done as directed by the City Engineer, AMC, Ahmedabad. When practicable, overlapping bars shall

not touch each other, but be kept apart by 25 mm or 1 ¼ times the maximum size of the coarse aggregates

whichever is greater, by concrete between them. Where this is not feasible, overlapping bars shall be bound with

annealed steel wire, not less than [1 mm thickness twisted tight in eight shape around the lapped bars. The

overlaps shall be staggered for different bars and located at fixed locations only along the span where neither

shear nor being moment is maximum.

Welding of Bars

Welding of TMT bars can be permitted if specified on the drawings, joints of reinforcement bars shall be

butt welded so as to transit their full strength. Welded joints shall preferably be located at points where steel will

not be subject to more than 75 percent of the maximum permissible stresses and welds so staggered that at any

one section, not more than 33 per cent of the rods are welded. No –pre-warning or post heat treatment is

necessary. Interpass temperature should be limited to 200º C with low heat input and equivalent strength low

hydrogen type electrode. Suitable means shall be provided for holding the bars securely in position during

welding. It must be ensured that no voids are left in welding and when welding is done in 2 or 3 stages, previous

surface shall be cleaned property. Ends of the bars shall be cleaned of all loose scale, rust, grease, paint and

other foreign matter before welding. Only competent welders shall be employed on the work.

Welded pieces of reinforcement shall be tested. Specimens shall be taken from the actual site and their

number and frequency of tests shall be as directed by the City Engineer, AMC, Ahmedabad.

The TMT bars shall be tested for any or all of the following tests as directed by the Engineer Incharge

Alternate immersion test

Salt spray test

Atmospheric exposure test

Sulphur dioxide test

Potentio dynamic test

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

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.

Brick work using common burnt clay building bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (A) Conventional

(upto 10 ton) (B) Modular

Extra Rate for brickwork in Above Item for super structure above plinth level upto floor two level

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall

conform to M-15 Cement mortar shall conform to M-11.

The proportion of the cement mortar shall be 1:6 (1 cement : 5 fine sand) by volume.

Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use or as

directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting of

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except when

necessary to complete to bond; closer in such case shall be cut to required size and used near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each brick shall first be

properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be

flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the vertical joints

shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint shall be

truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of

brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit level,

square half meter rub, and pins, string and plumb shall be kept on the site of work for frequent checking during

the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the connected brick

work shall be kept not more than one meter over the rest of the work. Where this is not possible, the work shall

be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be built in wall shall

be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not exceed 12 mm. The

face joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar is still

green so as to provide key for plaster or pointing to done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a period

seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose

materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of

concrete shall be cleaned and moistened. The contractor shall obtain the engineer'’ approval for the foundation

bed, before foundation masonry is started. When puccas flooring is to be provided flush with the top to plinth, the

inside plinth offset shall be kept lower than the outside plinth top by the thickness of the flooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up to plinth.

The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered

and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for embedding in

masonry or making holes in respect of following items:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does

not exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

Wall plates and bed plates, bearing of slabs, chhajas an the like whose thickness does not exceed 10 Cms. and

the bearing does not extend to the full thickness of wall.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for

concealed wiring.

Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make splaying of jambs,

throating and making Arches over the aperture be paid for separately.

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

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls

for interior plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-

cement:3-sand) and smooth / Mala Plaster/ neat cement slurry in C.M.1:3

Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound. These shall be

properly examined before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be

independent of the walls.

Preparation of back-ground :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and other foreign

matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and by

racking if it is hard. In case of concrete surface, if a chemical retarder has been applied to the form work, the

surface shall be roughened by wire brushing and all the resulting dust and loose particles cleaned off and care

shall be taken that none of the retarder is left on the surface. Trimming of projections on brick/concrete surface

where necessary shall be carried out to get an even surface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period

before carrying out the plaster work.

The work shall not be soaked but only damped evenly before applying the plaster. If the surface

becomes dry such area shall be moistened again.

For external plaster, the plastering operation shall be started from top floor and carried downwards. For

internal plaster, the plastering operations may be started wherever the building frame and cladding work are

ready and the temporary supporting ceiling resting on the wall of the floor have been removed, Ceiling plaster

shall be completed before starting plaster to walls.

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre intervals

over the entire surface to serve as gauge. The surfaces of these gauges shall be truly inplane of the finished

plastered surface. The mortar shall then be applied in uniform surface slightly more than the specified thickness,

then brought to a true surface by working a wooden straight edge reaching across the gauges with small upward

and sideways movement at a time. Finally, the surface shall be finished off true with a trowel or wooden float

according as a smooth or a sandy granular texture is required. Excessive trowelling or overworking the float shall

be avoided. All corners, arrises, angles and junctions be truly vertical or horizontal as the case may be and shall

be carefully finished. Rounding or chamfering corners, arrises junctions etc. shall be carried out with proper

templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is partially

set shall be rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line both horizontally and

vertically. When recommending the plaster, the edges of the old work shall be scraped clean and wetted with

cement putty before plaster is applied to the adjacent area to enable the two to properly joint together. Plastering

work shall be closed at the end of the day on the body of the wall and nearer than 15 cm. To any corners or

arrises. Horizontal joints in plasterwork shall not also occur on parapet tops and copings as these invariably lead

to leakage. No portion of the surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of 7 days.

Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and

only as much water as can be readily absorbed shall be used excessive evaporation on the sunny or windward

side of building in hot air or dry weather shall be prevented by handling mattings or gunny bags on the outside of

the plaster and keeping them wet.

Mode of measurement & payment :

The rate shall include the cost of all materials, labour and scaffolding etc, involved in the operations described

under workmanship.

All plastering shall be measured in square metres unless, otherwise specified length, breadth or height shall be

measured correct to a centimeter.

Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in brick

work, stone work etc. or space between laths. Thickness of plaster shall be average thickness with minimum

mm. at any point on this surface.

This item includes plastering upto floor two level.

The measurement of wall plastering shall be taken between the walls or partition (dimensions before plastering

being taken) for length and from the top of floor or skirting to ceiling for height. Depth of cover of cornices if any

shall be deducted.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints, beams,

posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings exceeding 0.5 sq.mt. and not

exceeding 3.0 sq. mt. in each area deductions and additions shall be made in the following manner :

(a) No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt. each and

no addition shall be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster around ends

of joints, beams, posts etc.

(b) Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and no

addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

When both faces of all wall are plastered with same plaster, deduction shall be made for one face only.

(i) When two faces of wall are plastered with different types of plasters or if one faces is

plastered and the other pointed, deductions shall be made from the plaster or pointing on the side of frame for

door, window etc. on which width or reveals is less than that on the other side but no deductions shall be made

on the other side. Where width of reveals on both faces of all are equal, deductions of 50% of area of opening on

each face shall be made from area of plaster and/or pointing as the case may be.

For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening shall

be made from each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and sills

shall be measured.

The rate shall be for a unit of one sq. metre.

finishing with a floating coat of net cement slurry.

Materials & Workmanship :

This work is only of providing smooth cement finish with floating coat of neat cement slurry.

The coat of cement and fine sand mortar of proportion 1:1 (1.5 mm. thick about) shall be applied to the plastered

surface with a trowel to provide uniform texture while the base coast is still plastic.

In any continuous face of wall the finishing treatment should be carried out continuously and day to day braked

made to coincide with architectural breaks in order to avoid unsightly junctions.

Curing : All the plaster work shall be kept damp continuously for a period of 7 days.

Mode of measurements & payment :

The payment shall be made for a unit of 1.0 sq. mt. of work done over and above the finishing of work of base

The relevant specifications of item of base coat shall be followed for measurements and payment.

The rate shall be for a unit of one sq. metre.

Providing & Fixing 15 Cm Wide Chicken Mesh Jali With Nails & Then Application Of 15 Mm Plaster On

R.C.C.& Masonary Joints As Per Dir.Of Engg.In Charge

Mode of measurement

The rate shall be for a unit of one number basis.

20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishingcoat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

Water shall conform to M-12. Cement mortar shall conform to M-11.

The work shall be carried out in the coats. The backing coat (base coat) shall be 12 mm. thick in C.M. 1:3.

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound. These shall be

properly examined before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be

independent of the walls.

Preparation of back-ground :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae,afflorescence and other

foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and

by racking if it is hard. In case of concrete surface, if a chemical retarder has been applied to the form work, the

surface shall be roughened by wire brushing and all the resulting dust and loose particles cleaned off and care

shall be taken that none of the retarder is left on the surface. Trimming of projections on brick/concrete surface

where necessary shall be carried out to get an even surface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period

before carrying out the plaster work.

The work shall not be soaked but only damped evenly before applying the plaster. If the surface

becomes dry such area shall be moistened again.

For external plaster, the plastering operation shall be started from top floor and carried downwards. For

internal plaster, the plastering operations may be started wherever the building frame and cladding work are

ready and the temporary supporting ceiling resting on the wall of the floor have been removed, Ceiling plaster

shall be completed before starting plaster to walls.

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre

intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be truly inplane of the

finished plastered surface. The mortar shall then be applied in uniform surface slightly more than the specified

thickness, then brought to a true surface by working a wooden straight edge reaching across the gauges with

small upward and sideways movement at a time. Finally, the surface shall be finished off true with a trowel or

wooden float according as a smooth or a sandy granular texture is required. Excessive trowelling or overworking

the float shall be avoided. All corners, arrises, angles and junctions be truly vertical or horizontal as the case may

be and shall be carefully finished. Rounding or chamfering corners, arrises junctions etc. shall be carried out with

proper templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is

partially set shall be rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line both

horizontally and vertically. When recommending the plaster, the edges of the old work shall be scraped clean and

wetted with cement putty before plaster is applied to the adjacent area to enable the two to properly joint

together. Plastering work shall be closed at the end of the day on the body of the wall and nearer than 15 cm. To

any corners or arrises. Horizontal joints in plasterwork shall not also occur on parapet tops and copings as these

invariably lead to leakage. No portion of the surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of 7 days.

Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and

only as much water as can be readily absorbed shall be used excessive evaporation on the sunny or windward

side of building in hot air or dry weather shall be prevented by handling mattings or gunny bags on the outside of

the plaster and keeping them wet.

The subsequent coat shall be applied after this coat has been allowed to set for 3 to 5 days depending

upto the weather conditions. The surface shall not be allowed to dry during this period.

The second coat shall be completed to 8 mm. thickness in C.M. 1:1 as described above, including raising

sand facing by bushing. The sample of sand face shall be got approved before the work is started. The whole

work shall be carried out uniformly as per sample approved.

Curing : The curing shall be started overnight after finishing of plaster. The plaster shall be kept for a period of

days. During this period, it shall be protected from all damages.

Mode measurements & payment :

The rate shall include the cost of all materials, labour and scaffolding etc, involved in the operations

described under workmanship.

All plastering shall be measured in square metres unless, otherwise specified length, breadth or height

shall be measured correct to a centimeter.

Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in brick

work, stone work etc. or space between laths. Thickness of plaster shall be average thickness with minimum

mm. at any point on this surface.

This item includes plastering upto floor two level.

The measurement of wall plastering shall be taken between the walls or partition (dimensions before

plastering being taken) for length and from the top of floor or skirting to ceiling for height. Depth of cover of

cornices if any shall be deducted.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints, beams,

posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings exceeding 0.5 sq.mt. and not

exceeding 3.0 sq. mt. in each area deductions and additions shall be made in the following manner :

(c) No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt.

each and no addition shall be made for reveals, jambs, soffits, sills etc. of these opening for finish to

plaster around ends of joints, beams, posts etc.

(d) Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows

and no addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

(ii) When both faces of all wall are plastered with same plaster, deduction shall be made for one face only.

(iii) When two faces of wall are plastered with different types of plasters or if one faces is plastered and the

other pointed, deductions shall be made from the plaster or pointing on the side of frame for door,

window etc. on which width or reveals is less than that on the other side but no deductions shall be made

on the other side. Where width of reveals on both faces of all are equal, deductions of 50% of area of

opening on each face shall be made from area of plaster and/or pointing as the case may be.

For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening shall

be made from each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and sills

shall be measured.

The rate shall be for a unit of one sq. metre.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose

powdered materials.etc complete

1.0 Materials :

1.1 The water shall conform to M-1. Premium Acrylic Exterior Paint (Apex) shall conform to relevant I.S.

2.0 Workmanship :

2.2 Scaffolding: Wherever scaffolding is necessary it shall be erected in such a way that as far as possible

on part of scaffolding shall rest against the surface to be white or coloured washed. A properly secured

strong and well tied suspended platform (Zoola) may be used for Premium Acrylic Exterior Paint (Apex).

Where ladders are sued, pieces of old gunny bags shall be tied at top and bottom to prevent scratches to

the floors and walls. For white washing of ceilings proper stage scaffolding shall be erected where

18.11 Premium Acrylic Exterior Paint (Apex) on undecorated wall surfaces (two coats) to give an even

shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and other

foreign matter.

2.2 Preparation of surface :

2.2.1 The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matters before

white wash is to be applied.

2.2.2 The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrappers or shall be

rubbed with over burnt surkhi or brick bats. The surface shall be then broomed to remove all dust, dirt

and shall be washed with clean water.

2.2.3 Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire

2.2.4 All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches

and plastered again after raking the masonry joints properly. Such portion shall be wetted and allowed to

dry. They shall then be given one coat of white wash.

2.2.5 All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with materials

similar in composition to the surface to be prepared.

3.0 Application of Paint :

3.1.1 No painting shall be done when the paint is likely to be exposed to a temperature of below 7°C within

hours after application.

3.1.2 When weather conditions are such as to cause damage the work shall be carried out "in the shadow" as

far as possible. This helps the proper hardening of the paint film by keeping the surface moist for a longer

3.1.3 To maintain the uniform mixture and to prevent segregation, the paint shall be stirred frequently in the

3.1.4 For undercoated surfaces, the surfaces shall be treated with minimum two coats of water proof cement

paint. Not less than 24 hours shall be allowed between two coats. Next coat shall not be started until the

preceding coat has become sufficiently hard to resist marking by the brush being used. In hot dry

weather, the preceding coat shall be allowed between two coats. Next coat shall not be started until the

preceding coat has become sufficiently hard to resist marking by the brush being used. In hot dry

weather, the preceding coat shall be slightly moistened before applying the subsequent coat.

3.1.5 The finished surface shall be even and uniform in shade, without patches, brush masks, paint drops etc.

3.1.6 The cement paint shall be applied with a brush with relatively short stiff hog or fibre bristles. The paint

shall be brushed in uniform thickness and shall be free from excessive heavy brush marks. The lamps

shall be well brushed out.

3.1.7 Water proof cement paint shall not be applied on surfaces already treated with white wash colour wash,

distemper dry or oil bound varnishes, paint etc. It shall not be applied on gypsum, wood and metal

3.2 Curing : Painted surfaces shall be sprinkled with water two or three times a day.

3.3 This shall be done between coats and for atleast two days following the final coat. The curing shall be

started as soon as the paint has hardened so as not to be damaged by the sprinkling of water say about

hours after the application.

3.4 Protection measures shall be taken as per item No. 18.11 para 2.6.

4.00 Mode of measurements & payment :

4.1 All the work shall be measured in the decimal system as under :

(a) Dimensions shall be measured to the nearest 0.01 M.

(b) Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not exceeding

0.5 sq. mt. each in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq. mt.

each in area and for opening exceeding 0.3 sq. mt. and not exceeding 3.0 sq. mt. each in area

deductions and additions shall be made as under :

4.2.1 No deductions shall be made for ends of joints beams, posts etc. and openings not exceeding 0.5 sq. mt.

each. No addition shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish

around ends of joints, beams, posts etc.

4.3 Deductions for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each

shall be made as follows and no addition shall be made for reveals, jambs, soffits etc.

of these openings :

(a) When both the faces or walls are provided with finish, deduction shall be made for one face only.

(b) When each face of wall is provided with different finish deduction shall be made for that side of frame for

door, windows etc. on which width of reveals is less than that of the other side, where width of reveals on

both faces of wall are equal, deduction of 50% of area of opening on each face shall be made from total

area of finish.

(c) When only one face of wall is treated and the other face is not treated, full deduction shall be made if the

width of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is

equal or more than on the untreated side neither deductions nor additions be made for reveals, jambs,

soffits, sills etc.

4.4 In case of area of opening exceeding 3 sq. mt. each, deduction shall be made for openings but jambs, soffits,

shall be measured.

4.5 No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.

4.6 corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be

increased by the following percentage and the resultant shall be included with the general areas.

(a) Corrugated steel sheets 4%

(b) Corrugated A. C. Sheets 20%

(c) Semi corrugated A. C. Sheets 10%

(d) Nainital pattern roof (Plain sheeting with rolls) 10%

(e) Nainital pattern roof (with corrugated sheets) 25%

4.7 Cornices and other wall features, when they are not picked out in a different finish/colour shall be girthed and

included in the general area.

4.8 The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the

operations described above.

4.9 The rate shall be for a unit of one sq. metre.

3.1 List of approve. Brands:-

1) Asian paint.

6) Nippon Paint.

Or equivalent Brand with I.S.I. Mark.

Painting two coats (excl. priming coat) on peviously painted steel & other Metal surfacer with enamel

paint, brushing, interior to give an even shade incl. cleaning the surface of all dirt, dust and other foreign

1.0 Materials : The enamel paint shall conform to M-44 B.

2.0 Workmanship :

2.1.1 The materials required for work of painting work shall be obtained directly from approved manufacturers

or approved dealer and brought to the site in maker's drums, kege etc. with seal unbroken.

2.1.2 All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and

surface of paint in open or partially open containers covered with a thin layer of turpentine to prevent

formation of skin. The materials which have become stale or flat due to improper and long storage shall

not be used. The paint shall be stirred thoroughly in its container before pouring into small containers.

While applying also the paint shall be continuously stirred in smaller container. No left over paint shall be

put back into stock tins. When not in use, the containers shall be kept properly closed.

2.1.3 If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall

2.1.4 The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be

thoroughly removed before painting is started. No painting on exterior or other exposed parts of the work

shall be carried out in wet, damp of otherwise unfavourable weather and all the surfaces shall be

thoroughly dry before painting work is started.

2.2 Application :

1.1.1 Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of

particular paint. The paint shall be applied evenly and smoothly by means of crossing and laying off. The

crossing and laying off consists of covering the area over with paint, brushing the surface hard for the

first time over and then brushing alternately in opposite directions two or three times and then finally

brushing lightly in direction at right angles to the same. In this process, no brush marks shall be left after

the laying off is finished. The full process of crossing and laying off will constitute one coat.

1.1.2 Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of sand paper and

loose particles brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be

got approved from Engineer-in-charge before next coat is started.

1.1.3 Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumice stone and

cleaned of dust before the next coat is applied. No hair marks from the brush or clogging of paint puddles

in the corners of panels angles of mouldings etc. shall be left on the work.

1.1.4 special care shall be taken while painting over bolts, nuts, rivets, overlaps etc. Approved best quality

brushes shall be used.

2.0 Mode of measurements & payment :

2.1 The relevant specifications of item No. 19.12 shall be followed for mode of measurements and payment.

The rate is excluding priming coat.

2.2 The rate shall be for a unit of one sq. metre.

19.15 Extra over item No. 19.7 and 19.11 for every subsequent coat of paint.

1.0 Materials & Workmanship :

1.1 The relevant specifications of item No. 19.7 shall be followed except that the work of painting shall be

carried out for subsequent coat.

2.0 Mode of measurements & payment :

2.1 The relevant specifications of item No. 19.7 shall be followed except that the extra rate shall be paid for

every subsequent coat of paints applied over and above the rate of item No. 19.7 and 19.11.

The rate shall be for a unit of one sq. metre.

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at

required spacings and frame alround, square or round bars with round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

Materials: Red lead paint primer shall conform to I. S. : 102-1962.

The steel sections as specified or required shall be cut, square and to correct lengths, as per drawings and

design. The cut ends exposed to view shall be finished smooth. No. two pieces shall be welded or other wise

jointed to make up the required length of member, except as indicated in the drawings or as directed. All

straightening and shaping to form shall be done by application of pressure and not by hammering. Any bending

or cutting shall be carried out in such a meaner as not to impair the strength of the metal. All operations shall be

done in cold state unless otherwise directed/permitted.Steel riveted or bolted in built up sections, frame work.

The steel structure as shown in the drawings or as per direction of the Engineerin-charge shall be laid out one

level platform to full scale and to full size or in parts. A steel tape shall be used for measurements to ensure

maximum accuracy.

Wooden templates 12 mm to 19 mm thick or metal sheet template shall be made to correspond to each

connecting gussets plate and rivet holes shall be accurately marked on them and drilled.he template shall be laid

on the steel members, and holes of the steel members shall also be marked for cutting. The base of steel

columns and the position of Anchor bolts shall be carefully set out.

All stiffeners shall be formed by pressure and where practicable, the metal shall not be cut and welded in making

these. In major works or where so specified shop drawings giving complete details and information for the

fabrication of the component parts of the structure, including location type size, length and details of rivets, bolts,

or weld shall be prepared in advance of the actual fabrication and as approved. The drawings shall indicate the

shop and field rivets and bolts. The steel member shall be distinctly marked or stenciled with paint with the

identification mark as given in the shop drawings. The bars shall be thickened at the ends, so as to provide for

screwed threads and gradually tapered off to meet their normal section. Great accuracy shall be observed in

fabrication of various member, so that these can be assembled without being unduly packed, strained or forced

into position and when built up, shall be true and free form twist, bniks, buckles, or open joints. Before making

holes individual members for fabrication, the steel work intended to be riveted or bolted together shall be

assembled or clamped properly and tightly so as to ensure close abutting or lapping of the different members. All

stiffeners shall bear tightly both at top and bottom without being drawn or caulked. The abutting joints shall be cut

or dressed true and straight and fitted close together. Web splice plates and filters under stiffeners shall be cut to

fit within 3 mm or flange angles, web plates of girders shall have not cover plates, shall have their ends flush with

the top of angles forming the flanges unless otherwise required. The web plates when spiced shall have

clearance of more than 6 mm. The erection, clearance for cleared ends of members connecting steel to steel

shall preferably be not greater than 1.5 mm. The erection clearance at the ends of beams without web cleats

shall to be more that 3 mm at each end but where for a practical reason greater clearance is necessary, suitably

designed seating shall be provided. Pins and rollers shall be accurately turned to gauge. These shall be straight

and smooth and free from flows. The roller bearing shall be provided with adequate arrangement for holding the

girders or truss resting on it. In columns caps and bases, the ends of shafts together with the attached gussets

angles, channels etc., after riveting together shall be accurately mechanized so that the parts connected butt

against each other over the entire surfaces of contract connecting angles or channels shall be fabricated and

placed in position with greater accuracy so that they are not unduly reduced in thickness by machining. The ends

of bearing stiffeners shall be machanised or ground to fit tightly both at the top and bottom. All holes shall

generally be drilled to the required size and at the required size and at required position. Sub punching shall be

permitted, provided it is done 3 mm or less in diameter and remade thereafter to the required size. The holes for

rivets and bolts shall be larger by 0.4 to 6 mm than the nominal diameter of rivets or black bolts depending up on

the diameter of rivets.Holes shall have their axis perpendicular to the surface bored through. The drilling or

reamering shall be free form butts, and the holes should be clean and accurate. Holes for counter shunk bolts

shall be made in such a manner that their heads fit flush with the surface after fixing. The fabrication work shall

be completed in workshop as far as it is practicable to do so. Site joints shall be done with rivets and fitted bolts

or black bolts, as shown in the drawings or as directed.

Generally the following principles shall govern the use of rivets turned and fitted bolts, and black bolts.

(i) Rivets and turned and fitted bolts shall be used where the connection is such that slip

under load has to be avoided.

(ii) Black bolts may be used very sparingly where a force is carried through a connection without impact, vibration

or reversal of stresses.

Riveting: The parts assembled for riveting shall be in close contact with each other and the bearing stiffeners

shall bear tightly both at top and bottom without being drawn or caulked.Members to be riveted shall be properly

pinned or bolted and rigidly held together while riveting.Drifting of holes shall not be permitted except to draw the

parts together and the drifting tools so used shall have maximum diameter not exceeding the nominal diameter of

rivets or bolts. Drifting done during assembling shall not distort the metal or enlarge the holes.The shanks of

rivets shall project beyond the plate surface sufficiently so as to fill the hole thoroughly and from the required

head after riveting.

The riveting shall be done by hydraulic or pneumatic process. However where such facilities are not available,

hand riveting may be permitted. The rivet shall be heated red -hot, care being taken

to control the temperature of heating so as not to burn the steel. Riveting of diameter less than

mm may be fitted cold. Rivets shall be of heat finish with heads full and of equal size. All loose, burnt or badly

formed rivets with concentric or deficient heads shall be cut out and replaced. The heads of rivets shall be central

to shanks and shall grip the assembled members firmly. In cutting out rivets, care shall be taken so as not be

injure the assembled, members, caulking or recouping

shall not be permitted.For testing rivets, hammer weighing approximately 0.25 kg. shall be used of the rivets shall

be tapped, slack rivets will give a hollow sound and a jar. All rivet heads shall be painted with red lead paint

within a week of their fixing. Bolting all bolt heads and nuts shall be hexagonal and of equal size unless specified

otherwise. The screwed heads shall conform to I.S. : 1363:1960 and the threaded surface shall not be tapered.

The bolts shall be of such length so as to project two clear threads the nuts, when fixed in position and these

shall fit in the holes without any shakes. The nut shall be fit in the threaded ends of bolts properly. Where turned

and fitted bolts are required to be used in place of rivets they shall be provided with washers not less that 6 mm

thick so that the nut when tightened shall not bear on the unthreaded body of the bolt. Tapered washers shall be

provided for all heads and nuts bearing on leveled surfaces. The threaded portion of the bolts shall not be within

the thickness of the parts bolted together. The faces of the bolt and nuts abutting against steel members shall be

machine finished. Where there is a risk of the nut being removed or becoming loose due to vibrations or reversal

of stresses, these shall be secured from slackening by the use of locknuts, spring washers,cross cutting or

hammering down of threads as directed.Bolts, nuts and washers shall be thoroughly cleaned and dipped in

double boiled linseed oil before use. The whole steelwork shall be painted with a coat of priming coat of red lead,

as per relevant specifications of painting.

Mode of measurement and payment:

The steelwork shall be measured in general as under.

(a) All work shall be measured on the basis of finished dimensions as fixed at site and

measured net unless specified otherwise.

(b) The weight of steel sections, steel strips in finished work shall be calculated from standard weight on the

same basis on which steel is supplied to the contractor by department or those given in relevant I. S. if steel is

arranged by the contractor.

(c) The weight of steel plates and strips shall be taken from relevant I. S. based on 7.85 kg/sq. meter for every

millimeter sheet thickness if steel is supplied by the contractor, otherwise the eight shall be calculated on the

basis on which steel is supplied to the contractor by department.

(d) Unless otherwise specified weight of clearest, brackets, packing pieces, bolts, nuts, washers, distance pieces,

separators, diaphragm gusset (taking over all square dimensions) fish plates etc. shall be added to the weight of

respective items.

(e) In riveted work allowance to be made of weight of rivet hands. No deductions shall be made for rivet or bolt

holes excluding holes for anchor or holding down bolts.

(f) For forged steel and steel casting weight shall be calculated on the basis of 850 kg/cum.

(g) Unless otherwise specified an additional of 2.5 percent of the weight of structure shall be made for shop and

site rivet heads in riveted steel structure.

(h) Unless otherwise specified no allowance shall be made for the weld metal in case of welded steel structure.

(i) Dimensions other than cross sections and thickness of plates shall be measured to nearest 0.001 m

(j) Mill tolerance shall be ignored when weight is determined by calculation.

The rate includes cost of all material, labour, erection, hoisting, scaffolding protective measure, required

for proper completion of the item of work. This shall also included conveyance and delivery handling, loading,

unloading and storing etc. required for completing the item described above including necessary wastage

involved.The rate shall be for a unit of one kg.

Conveyance charges of earth lime, murrum, building rubbish, manure, garbage, sludge, excavated rock,

fly ash, aggregate of any kind etc. comp. upto 5 km lead.

All the surplus earth etc. shall be carried away immediately from the site of work to a place within 5km.

distance or as directed and ordered by the Engineer, so as not to cause any inconvenience to the public traffic

finding which in view of public safety and traffic convenience. The corporation shall carry out the work by any

other agency at the contractor’s risk and cost. If the instructions are not completed within 7 days from the date of

order to cart the surplus materials and clear the site, the said work shall be carried out by the Municipal

Corporation at the risk and cost of the contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be

carried out by the contractor without asking any extra rate. The contractor shall have to cart the surplus earth

after the trenches we will watered and refilled with the sand. The rate of carting including carting of brickbats,

metal, rubble vegetable and garbage, if necessary to clear the road surface.

The rate shall be for a unit of cubic meter.

P/M/F chainlink jali 8’ x4’ size asper details sketch & instruction ofengineer in charge same asLaldarwaja

garden pattern consistingof 3’ dia. M.S. black pipe ‘A’ class 5’4" ht. fixed at 8’9” c/c in CC 1:2:4 block of

9”x9”x9” size chainling jali of size 2” x 2” x 10 gaugefixed in 35x35x 5 mm MS angleframe 8’x4’ size with

MS flat of size 25x3 mm welded with jali etc.comp. The jali is to be welded to MS pipe with MS flat

asinstruction given.The MS pipe andthe MS angle frame are to be painted one coat of primer and

twocoats of paint as directed inline and level.

Mode of measurement:

The rate shall be for a unit of one Rmt basis

Renovation and Repairing work in Chainlink fencing any size and also refixing work incl. febrication work

with all materails to be painted one coat of primer and twocoats of paint as directed inline and level.

Mode of measurement:

The rate shall be for a unit of one Rmt basis

Providing and fixing 1.20 Metre high fencing with2.0M etrelong M.S.Angle posts 40mmx40mmx6mm and

oilpainting 3coats fixedat2.5Mt,C/c.with five Horizontanline sand two diagonals of galvanised steel

barbed wirew eighting 9.38Kg.per 100Metre, strained and fixed to posts with G.I,staples including fixing

the postsin round with 0.5x 0.5.x 0.5.block in CC 1:5:10 etc. complete.

Important Note:-

All the works Should be done as per specifications specified in Table. Item shall be executed AS PER

SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN CHARGE. All the

Specifications should be considered as R & B S.O.R & All Electrical Item works should be done as

specified in table. The works should be done as per Instruction of Engineer In Charge. All the

Specifications related to electrical works should be considered as Per R & B Electrical S.O.R. The Make

and Work Metholody of All of the above items specified in above tender Will be the Final Decision of

Engineer In Charge Or Additonal City Engineer.

As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of items

which are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current Approved

Rates for Civil and Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the Specifications

should be Considered as per Schedules Rates of R & B Division of both civil and Electrical Works. Hence it an

ARC Tender All the Quantity Would Vary as per Instruction of Engineer in Charge. No Rate would be given Extra

for Increase or Decrease in the Quantity of The BOQ Scheduled Items.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD

P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND

AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE,

SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I

AGREE TO ABIDE BY THEM.

Contractor signature/Stamp Additional City Engineer

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

bntldh muJtmœl –vrùbÍtul

vrùb Ítul Ítulj ytuVem,

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zebtLz z[tVx / auf “BgwÂlÂmvj fÂb§h, ybœtJtœ” lt ltbltu fZtJJtu.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)