In the existing storm water drainage network in the West Zone Vasna Ward, as per the requirement, new catch pits are constructed, storm water drainage lines are laid, broken catch pits/machine holes are constructed, breakdowns related to storm water drainage lines are carried out and other necessary works are carried out.

Name of Work :- In the existing storm water drainage network in the West Zone Vasna

Ward, as per the requirement, new catch pits are constructed, storm water drainage lines

are laid, broken catch pits/machine holes are constructed, breakdowns related to storm

water drainage lines are carried out and other necessary works are carried out.

Sr.No QTY. DESCRIP TION RATE PER AMOUNT

1 Excavation for pipe line trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per required

gradient and line including safety provisions

using site rails and stacking excavated stuff

including up to all required lead cleaning the site

etc. complete for all lifts and strata as specified.

1,000.00 Upto 1.50 mt depth 94.00 Cmt

800.00 1.5 mt to 3 mt depth 104.00 Cmt

50.00 3.00 mt to 4.50 mt depth 109.00 Cmt

25.00 4.50 mt to 6.00 mt depth 116.00 Cmt

2 Refilling the pipeline trencheds incl. ramming,

watering, consolodating desposal of surplus stuff as -

directed within a radius of 3 km.

Refilling as directed

100.00 --do-- with selected soil brought from outside 185.00 Cmt

including all lead

3 300.20 Conveyance charge of earth,lime,murrum, building 140.37 Cmt

rubbish,manual garbage,sludge ,excavated rock,fly

ash, aggregate of any kind etc. comp. up to 5Km.

4 Dismantling the following including loading,

unloading and disposal of unserviceable material -

for all lead or as directed by Engineer-In-Charge

and stacking the serviceable material and

backfilling the resulting trenches and pits

a 0.00 central verge-kerb stone(Lawgarden Rate) 44.49 Rmt

b 100.00 Dismantling tiled or stone floors laid in mortar 47.25 Smt

including stacking ofserviceable material and

disposal of uservicalble material with all lead and

c 20.00 Demolition & disposal of unservisable material 603.23 Cmt

with all lead and lift for unreinforeced/Lime

d 20.00 Demolition of brick work & stone masonry 544.95 Cu.m

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

and lift(1) In cement mortar.

e 20.00 Demolition including stacking of serviceable 1,047.38 Cu.m

materials and disposal of unserviceable materials

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

5 Extra rate over item of excavation of earth for

excavation of asphalt pavement/ RCC of -

thickness up to 0.20 meter including demolishing

the asphalt carpet, metal,s oiling/cutting

Reinforcement etc.comp. with stacking the

material as directed.

a 15.00 upto0.20 meter thickness (ByManual) 71.1 Smt

b 50.00 0.20 to 0.30 meter (By any type ofBreaker 177.76 Smt

Machine or R.C.C.Cutter machine including cost

of operator, fuel, & transportation etc complete.

c 900.00 0.30 meter & above (By anyt ype of Breaker 311.08 Smt

Machine or R.C.C.Cutter machine including cost

of operator, fuel, & transportation etc complete.

6 200.00 Providing & Supplying JCB Machine on rental 711.86 Hour

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg.incharge, rate

includes all nece. shifting, fuel and operating

charges and stacking of useful & non-useful

materials separately up to store. (No payment

should be allowed for non working condition of

machinery and for pipe line excavation and

7 10.00 To provide tractor with hydraulic trolley, driver 1661.02 Shift

with fuel, to carryout different works during day /

night for Hrs. shift. Work shall be carried out as

per the instructions of engineer in-charge. No

extra charged shall be paid for nightshift.

8 25 Providing and fixing FRC Heavy Duty (HD35) Man 3223.16 No

hole cover with frame 600mm x 600mm or 600mm dia

clear opening with 100 x 2mm MS flat all- round, 16mm ø

plain round bar for lifting the cover & shall be fitted

withplastic cups. On the upper peripheryof frame 25 x

mm wide MS flat with hot dip galvanizingshall be well

embed in concrete to protect the edges of frame. Frame

shall be fixed with cement mortar or cement concrete as per

condition,asperdrawingandasdirectedbyEngineerincharge.

Sample shall be approved before execution.

9 500 Providingand fixingcastiron manhole frame of 71.1 perKg

weight 80 to 85 kg suitable for existing EHD-35

FRC MH cover, rate also incl.loading,

unloadingand fixing the frame in line and level to

matchexisisting road levelin C.C.1:2:4and

finishing smooth, watering and protecting for

daysetc. complete as per instruction by engg. in

10 Providing F.R.C. MH ,CP seat cover incl. carting

to the work site etc. comp. Directed. -

a 35.00 F.R.C. Strom Water Grating Set:- Grating(Jali): 5,372.40 Set

740 x 740 x 90mm square jali, 20:00 MT load

design, 90x2mm MS flat allround, Frame: 600 x

600mm clear opening, outer size-900

x900x165mm. Onthe upper peripheryofframe

x 3mm wide MS flat should be well embded in

concrete to protect the edges of frame

b 35.00 F.R.C. Strom Water GratingSet :Grating(Jali): 4,923.60 Set

690 x 690 x 70mm square jali, 20:00 MT load

design, 70x2mm MS flat allround, Frame: 600 x

600mm clear opening, outer size- 800 x800x120

mm.Onthe upperperipheryofframe25x3mm wide

MSflatshould be well embed in concrete to

protect the edges of frame.

c 50.00 F.R.C. Heavy Duty [HD-20] MachineholeCovers 2,433.20 NO

only for existing C.I. frames Cover: 610mm Ø &

75mm thick circular cover, 20.00 MT load

design,75x2mmMS flatallround,

16mmplainround bar for lifting the cover &

should be fitted with plastic cups.

d 5 F.R.C. Light Duty [LD-3.00] Chamber Set:- 1,931.60 Set

Cover: 680 x 530 x 35mm rectangular cover,

3:00 MT load design, 35x1.2mm MS flat

allround, 6mm plainroundbar forliftingthe

cover&should befitted with plasticcups.Frame:

outer Size - 790 x 640 x 85 mm. 600 x 450mm

f 10.00 (Only Cover) F.R.C. Extra Heavy Duty [EHD- 1,557.60 No

35] Machinehole Covers & Frame- 560mmø

clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592:

11 5 SET cover and frame) F.R.C. Heavy Duty [HD- 2,864.95 Set

20] Machinehole Covers & Frames- 560mm Ø

clear opening, The dimension of frame and cover

as per mentioned in Amend No.1 to IS 12592 :

12 500.00 Carting and Fixing M.H., Chamber or Catchpit 746.59 No.

Seat and Cover in line and level to match

exisisting road level in C.C.1:2:4andfinishing

smooth, watering and protecting for 7 daysetc.

completeas directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

13 150.00 Constructing Bombay Pattern Type Catch Pit of 3,110.80 No.

size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop.ofCM (1:6) with40

mmthickIPSflooringinthe prop M15 atbottom and

15 mm thick cement plaster inside the catch pit in

the proportion of CM (1:3) with out jali etc.

comp. as directed.

14 Catch Pit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc. -

comp.. As directed by Engineer-in-Charge and/or

his authorized representative.

a 80.00 20MT Capacity 3,178.57 No.

b 20.00 35MT Capacity 3,784.82 No.

15 Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and -

repairing by brick masonry in C.M. 1:5 and plaster in

C.M. 1:3 and fixing C.I. steps and existing MH

sheet cover, removing the debris from MH and

carting the same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

(C) up to 0.65 mt. (@ Seven Coarse)

(D) up to 0.90 mt. (@ Ten Coarse )

16 400.00 Repairing damaged I.C./ C.P. Raising removing Nos.

damaged brick work and repairing by brick masonry

in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing chamber sheet cover, removing

the debris from chamber and carting the same as

17 10.00 Raising of Existing manhole. Item includes, 6,815.32 NOS.

cutting of existing road surroundby Manhole by

diamond cutter machine, dismantling of road in

confined areaby breaker machine and carting of

dismantled material. Item also included necessary

brick work to raise the manhole at road level in

CM 1:3. Item also included fixing of Manhole

frame at exact road level by usingfibre reinforced

thixotropic repair mortar material, Laying of

concrete made from special bonding chemical

flowable micro concrete material in desired

layingofhotmixbituminousmaterialinupperlayeran

dcompactionofhotmix bituminous material by

Plate compactor machine. Rate also included

plasteratinsideofmanholeinCM1:3in20mmthickne

ssonraisedbrickwork.

18 Manufacturing,Testing,Supplying,Loading,Trans

porting To Work Site, Unloading, Lowering In -

Trenches, Laying And Jointing R.C.C., Np-4

Class Pipes With socket and spigot joints as per

IS 458-2003 Including EPDM Rubber ring etc.

comp.As Directed by engineering in charge.

a) 350.00 300mm internal diameter 1,264.00 Rmt

b) 200.00 450mm internal diameter 2,467.00 Rmt

c) 200.00 600mm internal diameter 3,382.00 Rmt

d) 50.00 900mm internal diameter 7,337.00 Rmt

19 Providing and supplying, lowering, laying and

jointing ISI mark only standard length stoneware -

pipes of following class and diameter including

all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading,

unloading,conveyancetodepartmentalstores,stacki

ngetc.compl.(IS651/1989 or its latest revision)

a 50.00 100mmdia 182.00 Rmt

b 50.00 150mmdia 267.00 Rmt

c 100.00 250mmdia 535.00 Rmt

20 Providing, laying and jointing in true line and

level UPVC pipe (SCH-40) of following dia. -

Including fittings of standard make as approved

by Engineer-in- charge.

21 DI to PVC connection Making/ Reparing

Connection work for the following dia. PVC pipe -

a 20.00 50mmdia 841.69 No.

b 20 75mmdia 1006.12 No.

c 5 90mmdia 2537.52 No.

d 5 110mmdia 2878.82 No.

22 Drillingthe road without breaking the

roadsurface(Asphalt) for laying of cable for -

feeding power supply by making up to following

size of holes at both ends complete.

(B) 50 Upto150mmbore dia 514.09 Rmt

(IncludeslabourcessLawgarden)

23 Constructing Slab type M.H. Chamber of the following

size including excavation, refilling, brick bats cement -

concrete (1:5:10) of thickness 15 C.M., CC Channel

(1:2:4) of thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft) in CM

1:3, finishing with cement slurry, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggered in masonary CM 1:5, RCC Slab in CC

1:1.5:3 of thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) but excluding the cost of Manhole seat

cover etc..completed. of Size 1.00 X 1.40 meter

(Inside Clear, M.H. length should be parallel to the

flow, for pipe dia <= 800 mm)

1.00 to 2.00 meter depth, (Slab at Ground level)

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From

c 5 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. 26867.86 No

d 1 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. 44050.00 No

24 Cutting the pipes of following dia coming in the new

M.H.in running sewer including cutting bars, -

including removing debris /silt from the M.H. and

carting at a suitable distance etc..complete as

directed. No payment for M.H. work will be made until pipe

is not cut completely in all respect.

150 mm to 300 mm dia.

400 mm to 600 mm dia.

25 Providing Kachha of Pakka Dummy in the following dia

pipes and removing the same after completion of the -

connection work as directed. (Based on Drainage SOR

(A) 100 mm to 300 mm dia.

(B) 350 mm to 600 mm dia

26 10 Providing and operation dewatering Pump including 535.71 Shift

fuel charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set, No

payment should be allowed for non working condition

Providing, laying, spreading and compacting

gradedstone aggregate to wet mix macadam

specificationincluding premixing the Material with

water at OMCin mechanical mix plant carriage

ofmixed Materialby tipper to site, laying inuniform

layers in subbase/ base course on wellprepared

surface andcompacting withvibratory roller to achieve

thedesired density as per MoRTH clause

Barricading the entire break down or excavated area

on rental basis using wooden ballies / M.S.angles at

max. 2.00 meter centre to centre, C.G.I. Sheet,

reflectivepaint/Boardoutsidetoavoidaccident&forsmoot

htrafficdiversion & movement including cautionary

board etc. Item also includes for making temporary

sufficient nos of lighting arrangement through out the

work with necessary required arrangement. ..The

same shall be removed after completion of work.

(Only for break down work from start to complete)

Dismantling of existing Arch type manhole up to Arch

and then Const. Slab type manhole of following size

incl. excavation, refilling and & finished 15 mm thick

29 cement plaster inside in CM 1:3, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggered in masonry CM 1:5, incl. cost of RCC Slab

in CC 1:1.5:3, including Cantering & reinforcement as

directed by engineer in charge. Rate includes carting

of debris and excavated soil

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

15 C.M& reinforcement (Single jalli at 15 C.M. c/c 5892.85 No

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 8883.92 No

15 C.M& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness

23 CM & reinforcement (double jalli at 15 C.M. c/c 8080.35 No

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

15.00 1.40 x 1.00 mt (inside clear) RCC Slab of thickness

23 CM & reinforcement (double jalli at 15 C.M. c/c

bothway 10 mm dia.) From 2 to 3 mt depth (Slab at

below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness

23 CM & reinforcement (double jalli at 15 C.M. c/c 24776.79 No

bothway 10 mm dia.) From 3 to 4 mt depth (Slab at

below 1.00 mt. From G.L.)

30 Making connection to the ex. M.H.in running

sewer incl. Dewatering and other required machinery -

etc. of following dia pipes at any convenient time. All

damaged work shall be well repaired as per

instructions. etc..complete.

150 mm to 300 mm dia.

400 mm to 600 mm dia.

Brickwork using common burnt clay building bricks

having crushing strength notless than 35kg./Sq.Cm.

in foundation and plinth in Cement Mortar 1:5 (1-

Cement:5-finesand) (B) Conventional (upto 10 ton)

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris -

from trench back filling etc. comp. as directed by

Mazdoor at day /Night

Makadam/ supervision at day / Night

Providing Dead Cantering using good quality Country

Wood Planks, wall Plate of required thickness and

size including placing the nece. supports of reqd.

size, nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg.

practice etc. comp. as directed.

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

34 100.00 even and smooth in (i) Cement mortar 1:3 (1- 174.83 Smt.

cement:3-sand) finishing with a floating coat of neat

Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per IS

35 0.50 2502 including cost of steel and binding wire for 73208.00 MT

reservoirs/ structuresonly including lift up to 6 meter

height or depth below GL for all diameters

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

Cement:2-Coarsesand:4-graded stone aggregates

20mm nominal size) and curing complete excluding

cost of formwork and rein for cement for reinforced

concrete work in (A)Foundations,footings,Base or

columns and Mass concrete (upto 10 ton)

Hiring and operating Mud Pumps incl. Cost of fuel

and operator including the cost of to and fro

transportation, laying of the delivery hoses as

37 6000.00 required, lowering and lifting the pumps as and when 18.32 H.P/Hr

required etc. complete. Set Do As Directed. (No

payment should be allowed for non working

condition of machinery )

Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery, and

lighting and other requirements with Arranging

diesel to run the D.G. Set Do As Directed. 8 Hrs Shift.

(No payment should be allowed for non working

condition of machinery )

Hiring and operating the 60 KV 3 Phase Electric

Generator for operating desilting machinery, and 8400.00 Shift

lighting and other requirements with Arranging diesel

to run the D.G. Set Do As Directed. 8 Hrs Shift. (No

payment should be allowed for non working condition

Providing & Supplying Hitachi Machine -110 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

39 80.00 condition as per instruction of engg.incharge , rate 2000.00 hr

includes all nece. shifting, fuel and operating charges

. (No payment should be allowed for non working

condition of machinery )

Providing & Supplying Hitachi Machine -200 capacity

on rental basis in case of emergency situation and

break down type work & also during unavoidable

40 80.00 condition as per instruction of engg.incharge , rate 2700.00 hr

includes all nece. shifting, fuel and operating charges.

(No payment should be allowed for non working

condition of machinery )

Supplying Pneumatic Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

41 20.00 Directed. (No payment should be allowed for non 600.00 Hr

working condition of machinery and for pipe line

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

Supplying & fixing M.S. plate of required size

including cutting bending carting to site placing on

42 1001.00 damagrd portion of main drainagr line on site incl. 85.00 Kg.

loading un loading etc. comp. as directed by engg. In

Providing and laying in position Ready Mixed M-250

grade concrete for reinforced cement conctere work ,

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead

up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping

43 10.00 of R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as

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

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

maintained) (Cement level 450 kg )

Filling in plinth with sand under floors including

44 25.00 watering ramming, consolidating and dressing etc.

complete. 455.63 Cmt

Providing Fabricating and fixing MS Grating Jali for

Machinehole having 65X65X8 mm MS Angle with

Horizontal and Vertical 65X10 mm MS Flate with

mm Spacing at equal distance. Work includes with

oilpaint and Transportation on site work comp. as per

Instruction by Engg. incharge.

Printing a catchpit number making yellow colour or

different colour back ground by acrelic stencil of size

16 x 10 inch with 3 inches size front with red or colour

by asian paints as per inst.of Eng.incharge

Providing acrelic stencil of size 16 x 10 inch with

inch size front as per inst.of in charge

Total Rs 80 ,00,0 00.

Contractor signature Addi. City Engineer

AHMEDABAD MUNICIPAL CORPORATION

West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work In the existing storm water drainage network in the West Zone Vasna

Ward, as per the requirement, new catch pits are constructed, storm

water drainage lines are laid, broken catch pits/machine holes are

constructed, breakdowns related to storm water drainage lines are

carried out and other necessary works are carried out.

2 Time Limit 12 Months

3 Tender Validity Period 120 Days from the date of opening of the tender

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

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs. 80,000.00/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as prescribed in 9.0 below. Demand Draft or Bank

Guarantee shall be from Nationalized Bank / Sheduled Bank and valid for 120 days. (As

per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No. 29 Dt. 7/08/2010).

.(As per AMC finance dept.circular No-5 Dt.5/5/07 & F.D. Circular No.

Dt.7/08/2010) & attched ANNEXURE - 1 finance dept.circular No- 14 Dt.4/6/13,

Circular No. 12 Dt.14/06/2021) & attched ANNEXURE - 1 finance dept.circular No-

7 Security Deposit 5% of the Sanctioned Tender Amount in form of Bank Guarantee/

Demand Draft / Local MICR Cheque.

8 Tender fees Rs.2400/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to Assistant

Manager (west zone),Ahmedabad Municipal Corporation, West Zone,

Zonal Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.egovamc.com shall be down loaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notic inviting Tender / Addendum / Corrigendum.. The

Tenders. tenders received after latest schedule date and time will not be entertained

under any circumstances.

12 Date of Opening As per Notic inviting Tender / Addendum / Corrigendum (only

Techanical Bid) to Assistant Manager / Dy.C.E.(W/Z) office, 2nd Floor,

Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013

13 Mode of sending the This is a two bid System Tender Hence Financial Bid shall be Opened

Tender Documents and only for the Technically Qualified Bidders.

evalution of tender Document shall be physically submitted in sealed envelope (two-bid

system) By RPAD/Speed post/ Hand Delivery in sealed covers in

Duplicate (One Original & One Duplicate) duly sign & seal by contractor

EMD in the form of Demand Draft/ Bank Guarantee shall be sealed in

separate envelope and along with Volume-I marked Envelope ‘A’ only

(Technical Bid). and Volume-II shall be sealed in another separate

envelope, marked envelope ‘B (Financial Bid). Both envelopes ‘A’ and

‘B’ shall then be sealed in one large envelope.

The first envelope ‘A’ containing technical bids from the bidders received,

shall be opened in the presence of the bidder’s representatives as per NIT

and the technical bids shall be scrutinized by AMC for satisfying eligibility

criteria for the bidders for this work. Then, the financial bids – Volume-II

(envelope ‘B’) from the eligible tenderers only shall be opened. The actual

date of opening of financial bids shall be communicated to technically

qualified bidders at a later date.

Tenders received without EMD shall be considered as Non-Responsive and

shall be rejected outright. ..

14 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable..

15 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 completion.

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

tender), the period shall be 6 months from the certified date of completion or one

monsoon, whichever is later.

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

months from the certified date of completion which should include one

(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.

16 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or major

parts of work 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

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

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

Lakhs). 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.

17 Compensation for Delay 10% of Remaining work

18 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 Document.

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

20 GST «J<obtl le<elegb bwsc S.yum.xe. yjd&e awfJJtbtk ytJNu.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all

the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Addl City Engineer

As per account department(A.M.C.) circular no. 12, Dt.14/06/2021 Bank guarantee of

said work must be of Ahmedabad city branch, which mentioned as bellow.

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

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

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

to March- 31, 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.

1 Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and 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

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

Sr. Name of Works Approximate Earnest Completion

No. value of works Money Period

(Rs.) Deposit (Rs.)

1 In the existing storm water Rs. 80,00,000.00 Rs.80,000.00/- 12 Months

drainage network in the West

Zone Vasna Ward, as per the

requirement, new catch pits are

constructed, storm water

drainage lines are laid, broken

catch pits/machine holes are

constructed, breakdowns related

to storm water drainage lines are

carried out and other necessary

works are carried out.

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

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

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

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

payable at Ahmedabad, which shall be non refundable. The Details of Tender fees shall be submit with

scan copy at the time of Quoting price bid of the tender and Physically to be submitted along with

technical bid Vol.-1 with other enclosure.

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

above Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of

Financial Condition.

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

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

Ahmedabad-380013.

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

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

W.Z. Office, Ahmedabad-380013. in the presence of bidders or their representatives who choose to attend.

In the event of the specified date of bid submission/opening being declared a holiday for the Employer,

the bids shall be received /opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a).This is a Two bid System Tender.The Bidder should quote the price bid in tender form before schedule

time Tender Document Vol. 1 , 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.Seprate envolup to be submitted by the bidder clearly marked as

“Technical Bid” and “Financial/Price bid” Price bid shall Remain Only the Price bid, Whenever

all othe Documents to be submitted Under The envolup of “ Technical Bid” This envelope shall be

sealed in an outer envelope. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

2.1The 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. As per the checklist.

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.(Following clause no. 5 of ITB).

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 As per City Engineer

Circular (WRM) no. 6 2011/12 DT: 24/06/2011 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

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 CORPORATION.

3. Eligible Bidders

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

 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

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 in

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 words)

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 Employer.

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 rejected.

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 and

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

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 to

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 be

 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 payable iteme.

 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 to approval.

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 Contractor.

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.egovamc.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 validity.

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

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

2.4 Earnest Money Deposit may be forfeited

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

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

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

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

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

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

(five percent) of the Contract Price .

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

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

discontinuity period.

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

As per AMC Rule0

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT etc. on material

procurement or any other component for the works from any source shall be borne by the contractors.

All duties, taxes, Service Tax and other levies payable by the Contractor under the Contract, or for any

other cause as of the date 28 days prior to the deadline for submission of the bids, shall be included in

the rates and prices and the total bid price submitted by the bidder and the evaluation and comparison

of bids by the Employer shall be made accordingly.

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.

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

6. All measurement and computations, unless otherwise specified shall be carried out nearest to the

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

specifications shall be deemed to be included therein.

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

Consultant shall not absolve the contractor from the responsibility of replacing defective materials brought

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

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

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

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

Architect before using them in the work.

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

from the site of work within 24 hours.

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

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

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

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

shall be kept covered with barricade and caution tap.

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

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

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

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

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

completion of the work.

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

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

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

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

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

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

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

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

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

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

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

is awarded for execution.

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

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

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

order to the contractor.

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

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

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

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 documents.

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

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

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

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

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

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

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

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

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

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

the case may be.

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

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

and solvency certificate.

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

advance 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

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 ever.

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

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

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

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

any or all the tenders without assigning any reason thereof.

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

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

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

is not available and due to unavoidable circumstances arise), after evaluation of situation the actual date

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

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

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

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx

xuLzhh btxule Nh<tuu

1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuLî{ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.dJobuLxlt btLg

ftuLx[[tfxhu y.Bgw.ftuvtuo. bt btLg ftuLx[[tfxhtu le gtœebtkk hSMxuNl fhtJJtlwk hnuNu.

1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

1 f: xuLzhhle jtgft<

ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKebtk ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s

ytvJtbtkk ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<,ylwCJ,

ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt hnuNu.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh mh¾gwjh,lk -

17,<t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,heLgwyj Ve <&t yvd{uzuNl Ve

ylu btv œkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath ylu JvhtNlt

ceò hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb fhJt, ftb vwhwk fhJt <&t

ftblt buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule søgt vtu<tle he<u

bu¤Je juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt xuLzhbtk sKtÔgt bwscle hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

3: xuLzh Jujezexe rvhegz xuLzhbtk sKtÔgt bwsc hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

4: xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh< fhJtlt hnuNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt.

2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk bwFðgthltbwk xuLzh

mt&u hsw fhJtlwk hnuNu.

3) Bgwrl.ftuvtuohuNllt «J<obtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

4) ftuLx[tfxhu RLfbxuût mkkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

5) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

6) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

7) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7: AufAtf xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu ytJe

ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu bthelu <ult

mtawk jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt

ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu

vK ft¤SvwJof JtkkaJt rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj

Nh< y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt

xuLzhbt <u btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftuR

fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu

lrn fu ftgœtfeg ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh

fhJtbtkk ytJNu.

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu

yufb œh btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk

atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex

sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,

œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt

ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt

ægtlbtkk juJtNu lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu

l ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt

CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt

<ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh

CtJ J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl.

frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt<

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo

sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu

lwfNtl &tg <ule sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l

vzu <ule sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e

bswh Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem

Vhegtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh

ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu

xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt

Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe

fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc

awkfJKe fhJtbtk ytJNu.

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ.

ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch

yufx bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb

mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh

ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu

su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn

ytJu fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t

zucheÍ WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch

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mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t

vwhtJt vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e Au ylu

ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t œM<tJustu

ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (vrùb Ítul)

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

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 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

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 ADDL.CITYENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and

Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is

employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child

labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement and

also will be prosecuted by concerned authority. Because of the breach of any provision of child labour prohibition and

regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date

06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining

amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to follow other

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain regarding

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same

shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed. These

shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be

necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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 or correction before submission tender duly

filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published

by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same

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

entertained under any circumstances.

Contractor's Sign Addl.C.E.(westzone)

ybœtJtœ BgwÂlÂmvj ftuvtuohuNl

yu.yth.me. xuLzh- Nh<tu

1. yu.yth.me. xuLzhbtk Jfoytuzh ytÃgt ctœ ftb NY fhJtle mbgbgtoœtbtk ftuLx[tfxh îtht ftb NY fhJtle òK fgto

ctœ 24 fjtflt ftb NY lrn fhJtbtk ytJu <tu yLg ftuLx[tfxh vtmu btfuox hux&e ftuLx[tfxhlt Faou ylu stuFbu

ftbdehe fhtJJtbtk ytJNu.

2. ftuLx[tfxhlu Jfoytuzoh ytÃgt ctœ yu.yth.me. «fthlkw xuLzh ntuR ftble sYhegt< bwsc xujeVtulef òK fhe su <u

ftb NY fhJt fnuJtbtk ytJNu ylu su ftble òK fgtolt 24 fjtfbtk NY fhJtbtk lrn ytJu ylu rlg<

mbgbgtoœtbtk vwKo fhJtbtk lrn ytJu <tu su <u ytRxblt SOR CtJ&e 1.5 dKe vulÕxe Jmwj juJtbtk ytJNu.

ºtK fu J^w Jth Wvh bwscle yLg ftuLx[tfxh vtmu&e ftbdehe fhtJJtle Vhs vzNu ylu/y&Jt ºtK fu J^w Jth vulÕxe

fhJtle Vhs vzNu <tu <u mkstudtubtk ftuLx[tfxhlu çjufjeMx fhJtbtk ytJNu sule ykr<b m•tt Bgw.frb¹lh©elu hnuNu.

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION ENGINEER DEPARTMENT

TECHNICAL SPECIFICATION

Name of Work :- In the existing storm water drainage network in the West Zone Vasna Ward, as

per the requirement, new catch pits are constructed, storm water drainage lines are laid, broken

catch pits/machine holes are constructed, breakdowns related to storm water drainage lines are

carried out and other necessary works are carried out.

SPECIFICATIONS OF MATERIALS

General Technical Specification Section

The specifications to be followed for this work are the specification for road & bridges are published by the MORTH

for relevant Items. This specification shall be supplemented by the technical specification as given here under in this

document and also the provision in the relevant IRC & IS codes.

In case of any discrepancy or contradiction if any in the provision of the above specification the order of the

precedence shall be followed.

2. IRC Provisions

3. Technical Specification in this Volume

4. IS Provisions

5. Sound Engineering Practice

6. Manufacture specification for special items

7. CPWD specifications or BIS standards/guidelines

All work shall be carried out in confirmation with the above specifications. These specifications broadly cover all major

aspects of the work involved. Minor details may not be specified here however if these are necessary for completion

of work the contractor shall execute such minor items without any additions to the costs.

All work shall be executed in accordance with good engineering practices.

The Contractor shall remain responsible for workmen’s compensation if any, when such case occurs, the contractor

shall arrange for red lamps at night and fencing etc. shall be responsible for any damage of life and or property if any

happen, during the execution of work. In case of dispute for unseen or overlooked items, the decision of Engineer in

charge shall be final. The Contractor shall have to give site clean of all rubbish on completion of work and handover

the bridge with final finishing as directed. All the rejected materials shall be removed from site within 24 hours by

Contractor at his risk and cost.

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

If in the interest of AMC, it is necessary to change either any site or the design of the proposed work the Contractor

shall carry out the works and he will be paid at the rates quoted by him and no claim for extra for subsequent

changes made, entertained.

The cubical contents of the cement bag shall be taken as per actual weight of bag and the Contractor shall have to

prepare the concrete mixes using weigh batches.

Contractor will be fully responsible for compliance of the various provisions under Contract Labour Act, 1970 and the

Rules framed there under.

Contractor is requested to procure their quarry materials required for construction work through legal sources i.e. only

from the quarry lease holders permit holders or middleman who satisfies the contractor as to the legality of the source

of purchase by him of these materials.

General Details

Work shall be executed as per BOQ item and notes, technical specification for civil works. Manufacturer prescribed

method of application or latest Morth/CPWD specifications or BIS standards/guidelines, as approved by Engineer-incharge,

shall be adopted where technical specification are not available.

The work shall be executed in accordance with best modern practices & all latest codes and standards referred to in

these specifications shall be read in conjunction with the various other documents forming the contract, tender

specifications, BOQ, contract drawings and other related documents.

Measurement and payments

a) The methods of measurement and payment shall be as described under various items and in Price Bid.

Where specific definitions are not given, the methods described in MORTH/CPWD will be followed. Should there be

any detail of construction of materials which has not been referred to in the specifications or in Price Bid and

drawings but the necessity for which may be implied or inferred there from, or which are usual or essential for the

completion of the work in the trades, the same shall be deemed to be included in the rates quoted by the contractor in

b) Unacceptable work

Ahmedabad Municipal Corporation

All defective works are liable to be demolished, rebuilt and defective materials replaced by the contractor at his own

cost. In the event of such works being accepted by carrying out repairs etc. as specified by the engineer in charge,

the cost of repairs will be borne by the contractor and will be paid for the works actually carried out by him at reduced

rates of the tendered rates, as may be considered reasonable by the engineer in charge, in the preparation of final or

on account bills.

SPECIFICATION FOR CIVIL WORKS

1. The specification for various items of work shall be same as specified for such items in the MORTH

SPECIFICATIONS FOR ROAD AND BRIDGE WORKS/CPWD SPECIFICATIONS, latest published prior to 1 month

before issue of tender.

2. The inclusions and exclusions from quoted rates are specified in the details of each item of work in the

specifications and the Bill of Quantities. In case there is no specific mention of a particular detail, the mode of

specification as prescribed in MORTH SPECIFICATIONS/CPWD SPECIFICATIONS for such an item shall be

3. In the event of contradiction between the MORTH/CPWD specifications referred to above and this Contract

document, the provisions of this Contract document shall prevail.

Following technical specifications shall be applicable to the relevant items of BOQ

Item No 1 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring

and struting if required as per required gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and

strata as specified.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any such ordinary

excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this category. For

materials and workmanship for earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I) shall be

The depth of the excavation shall be as per the item description.

Clearing the Site:

The site where the Development has to be carried out shall be cleared and all obstructions, loose

stones, materials and rubbish of all kind, bush; wood and all type trees shall be removed, as directed.

The materials so obtained shall be the property of the Client and shall be conveyed and stacked as

directed, within 50-m. lead. The roots of the trees coming in the sides of the trenches shall be cut and

coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority / Municipal

Commissioner, before cutting shall be cut after obtaining such permission from them. It shall be the

Client's responsibility to obtain such permission from the respective authorities.

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

After cleaning the site, the centerline of the central verge & other constructions 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 labours, materials, etc. required for

setting out the reference marks and bench marks made of MS angle iron and embedded in 1:2:4 CC.

They shall maintain the same as long as required and directed.

The excavation 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 strutting or shall

provide necessary slopes to a safe angle or steps, as required or directed, at his own cost.

No extra payment shall be made for such precautionary measures, taken.

The bottom of the excavated area shall be leveled both longitudinally and transversely, as directed, by

removing excess soil and watering, as required. No earth filling will be allowed for bringing it to level, if

by mistake or any other reason, excavation is made deeper or wider than shown on the drawings or as

directed. The extra depth or width shall be made up with sand filling, as specified for the bottom level of

the subsequent finishing at the cost of the Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all

utility services, lighting the excavated areas, separating and stacking serviceable materials neatly,

shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any

stage of the work. Excavated areas shall be kept free of water while masonry or concrete or relevant

base works are in progress and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in filling the excavated areas wherever required

inlayers, including ramming and watering, ensuring proper compaction etc. complete. The Contractor

shall remove the balance of the excavated quantity from the site of work, to a place, as directed and for

The lead is the shortest practical route and not necessarily the route actually taken. The decision of

Engineer-In-charge shall be final in this regard.

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the sections 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 stepping and sloping back as

found necessary, on account of conditions of soil and requirements of safety. The rate shall include for

clearing the site, surface dressing, making layout for road, fixing permanent grid points with MS iron

posts, embedded in C.C. 1:2:4, placed sufficiently away from the existing traffic lines and establishing

bench marks etc.

The rates shall include for necessary shoring, timbering and strutting for protection of sides of the

excavated area, pumping out rain or surface water at any stage of construction so as to keep the

excavated area dry, to the satisfaction of the /Engineer-in-charge. The rate shall include leveling and

ramming the bottoms of excavations to receive concrete, etc. including trimming to slope wherever

necessary etc. complete. In filling clods bigger than 50 mm. shall not be allowed. Only consolidated

measurements of filling shall be paid. Consolidation to be done by mechanical compactor as per

relevant item. The rate shall be for a unit of one m3.

Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal of surplus stuff as directed within a radius of

Refilling the pipeline trencheds incl. ramming, watering, consolodating desposal of surplus stuff as directed within a radius of 3 km.

and work should be done as per instruction of Engg.incharge

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

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any

kind Including spreading & levelling etc. complete.

• Lead Upto 1 Km.

• Lead From 1 Km to 2 Km.

• Lead From 2 Km to 3 Km

• Lead From 3 Km to 4 Km

• Lead From 4 Km to 5 Km

• Lead From 5 Km to 10 Km

• Lead From 10 Km to 15 Km

• Lead From 15 Km to 25 Km

Disposal of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind is

subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a lead of 200 meters or as per

instruction given by Engineer in charge. Useful materials obtained from clearing site and excavation shall be stacked and

used within the work site. Internal conveyance above 200 mt within the work site i.e. From starting chainage to End chainage

of a given road WILL NOT BE PAYABLE. Materials suitable for construction of Embankment, earthen shoulder and subgrade

shall be stacked at convenient places within a work site for reuse. No extra payment will be paid to the Bidders for stacking

of earth within the work site and reused for the construction of Embankment layer, sub grade and earthen shoulder

purpose. Only surplus earth shall be disposed off outside the work site as per instruction given by Engineer-In-charge. Useful

stones from rock excavation shall be stacked nearly within a lead of 50 M. and will be allowed to be used by the Bidders on

payment at rates laid down in the contract or if not so aid down, at schedule of rates of the Division or at a mutually agreed

rates if there are no such rates in the Schedule of rates.

If surplus materials are required to be conveyed outside the work site i.e. Outside conveyance from a particular stretch of

given road will be paid in this item as per instruction of Engineer in charge. No bulkage of disposed earth will be considered

for the payment.

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

Dismantling the following including loading, unloading and disposal of unserviceable material for all lead or as directed by

Engineer-In-Charge and stacking the serviceable material and backfilling the resulting trenches and pits complete.

a. central verge -kerb stone.

b. Dismantling tiled or stone floors laid in mortar including stacking of serviceable material and disposal of

unserviceable material with all lead and lifts.

c. Demolition & disposal of unserviceable material with all lead and lift for unreinforced concrete.

d. Demolition of brick work & stone masonry including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift (1) In cement mortar.

e. Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead

and lift. (I) R.C.C work.

The demolition shall consist of demolition of one or more parts of the structure 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.

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

constructed. Bidders is fully responsible for proper and safe demolition.

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.

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.

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

All materials obtained from demolition shall be the property of Government unless otherwise d shall be kept in safe custody

until handed over to the Engineer-in-charge.

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.

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

Mode of measurements & payment :

Ahmedabad Municipal Corporation

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.

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,d,e) Cubical connection shall be worked out to the nearest 0.01 Cu.m.

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

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

For Dismantling of Tiled Floor:

The relevant specifications shall be followed except the dismantling of tiled or stone floors laid on mortars shall be done

Dismantling implies carefully taking up or down or these are fixed by nail screws bolts etc. the shall be taken out with proper

Mode of measurement & Payment :

The supporting materials such as joints beams if any etc. shall be measured separately. The rate shall include stacking the

unserviceable materials as directed will lead and lift.

The rate shall be for a unit of (a) RMT (b) one sq. Meter (C) CMT(d)Cu.m(e)Cu.m

Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness up to 0.20 meter including

demolishing the asphalt carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking the material as

The Item shall be carried out as per Item description and as per instruction of Engineer-in-Charge and/or his authorized

representative.

The rate includes the cost of excavation of bituminous macadam i.e. bituminous layers only like DBM, BC etc including the

labours, tools, equipment and all other incidental expenses. Non Bituminous Sub-layer/Sub base are not considered in this

Work shall be carried out manually or by Machinery as per site requirements.

The mode of payment for this item shall be on Smt. Basis.

Providing & Supplying JCB Machine on rental basis in case of emergency situation and break down type work & also

during unavoidable condition as per instruction of engg.incharge, rate includes all nece. shifting, fuel and operating

charges and stacking of useful & non-useful materials separately up to store. (No payment should be allowed for non

working condition of machinery and for pipe line excavation and laying work)

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Hrs. Basis.

To provide tractor with hydraulic trolley, driver with fuel, to carryout different works during day / night for Hrs. shift.

Work shall be carried out as per the instructions of engineer in-charge. No extra charged shall be paid for night shift.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Shift Basis.

Providing and fixing FRC Heavy Duty (HD35) Man hole cover with frame 600mm x 600mm or 600mm dia clear

opening with 100 x 2mm MS flat all-round, 16mm ø plain round bar for lifting the cover & shall be fitted with plastic

cups. On the upper periphery of frame 25 x 3 mm wide MS flat with hot dip galvanizing shall be well embed in

concrete to protect the edges of frame. Frame shall be fixed with cement mortar or cement concrete as per site

condition, as per drawing and as directed by Engineer in charge. Sample shall be approved before execution.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Providing and fixing cast iron machine hole frame of weight 80 to 85 kg suitable for existing EHD-35 FRC MH cover, rate also incl.

loading, unloading and fixing the frame in line and level to match existing road level in C.C. 1:2:4 and finishing smooth, watering

and protecting for 7 days etc. complete as per instruction by engg. in charge.

The Item shall be carried as per Item mentioned in tender document and as per instruction of Engineer-in-Charge and/or his

authorized representative.

The mode of payment for this item shall be on Kgs. Basis based on actual weight of Machine hole frame.

Providing F.R.C. MH ,CP seat cover incl. carting to the work site etc. comp. Directed. (Based on rate of central store circular

Item NO.a.F.R.C. Strom Water Grating Set:- Grating(Jali): 740 x 740 x 90mm square jali, 20:00 MT load design, 90x2mm MS flat

allround, Frame: 600 x 600mm clear opening, outer size- 900 x 900 x 165 mm. On the upper periphery of frame 25 x 3mm wide

MS flat should be well embded in concrete to protect the edges of frame

Item NO.b.F.R.C. Strom Water Grating Set :Grating(Jali): 690 x 690 x 70mm square jali, 20:00 MT load design, 70x2mm MS flat

allround, Frame: 600 x 600mm clear opening, outer size- 800 x 800 x 120 mm. On the upper periphery offrame 25x3mm wide MS

flat should be well

embed in concrete to protect the edges of frame.

Item NO.c.F.R.C. Heavy Duty [HD-20] Machinehole

Covers only for existing C.I. frames Cover: 610mm Ø & 75mm thick circular cover, 20.00 MT load design, 75x2mm MS flat

allround, 16mm plain round bar for lifting the cover & should be fitted with plastic cups.

Item NO.d.F.R.C. Light Duty [LD-3.00] Chamber Set:- Cover: 680 x 530 x 35mm rectangular cover, 3:00 MT load design, 35x1.2mm

MS flat allround, 6mm plain round bar for lifting the cover & should be fitted with plastic cups. Frame: outer Size - 790 x 640 x

mm. 600 x 450mm clear opening,

Item NO.f.(Only Cover) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & Frame- 560mmø clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592: 2002 table

Cover shall be well casted and having good finishing. It shall be made from M300 grade.Concrete with more than 0.5% fiber by

weight of concrete as mention in IS:12592:2002. Three coats of Black bituminous / anticorrosive paint must be applied on back side

of covers. Each cover and frame shall be marked with manufactures trade mark / loading grade, month and year of manufacturing

(marking shown in IS:12592:2002). The cover should be embossed with chequered design. Transportation expenses will be borne by

the Bidders. IS:12592:2002 shall be followed for Production and Testing of Frame and cover. The sectional weight of concrete of

each item should be 2400 to 2500 kg./cu.m.

The rate shall be for a unit of per Set/No basis.

SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm Ø clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Set Basis.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match exisisting road level in C.C. 1:2:4 and

finishing smooth, watering and protecting for 7 days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Constructing Bombay Pattern Type Catch Pit of size 600 mm x 600 mm & depth up to 1000 mm including excavation, B.B.C.C.

(1:5:10), 23 cms thick brick masonry wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and

mm thick cement plaster inside the catch pit in the proportion of CM (1:3) without jali etc. comp. as directed by E.I.C. 600mm x

600mm x 1000mm Depth

For detailed specification refer clause No. 24.44.1 of R & B Department booklet for General Technical Specification for

• Extra Depth of Catch pit size 600mm x 600mm for every additional depth of 100 mm or Part thereof beyond

1000mm depth upto 1500 mm depth

For detailed specification refer clause No.24.46 of R & B Department booklet for General Technical Specification for building

Mode of measurement and payment

The Bidders shall be responsible for any loss or damage to the catch pit up to the end of work. He shall also be responsible

for the cleaning all bituminous material from the catch pit.

The rate shall be for a unit of one No.

Catch Pit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc. comp.. As directed by Engineerin- Charge

and/or his authorized representative.

For detailed specification refer clause No. 24.35 of R & B Department booklet forGeneral Technical Specification for building

The Bidders shall be responsible for any loss or damage to the catch pit up to the end of work. He shall also be responsible

for the cleaning all bituminous material from the catch pit.

Repairing damaged M.H. and raising M.H. up to road level incl. removing damaged brick work and repairing by brick masonry in

C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the debris from MH and carting the

same as directed.

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

(C) up to 0.65 mt. (@ Seven Coarse)

(D) up to 0.90 mt. (@ Ten Coarse )

This item relates to repairing work of above item of machine hole with fixing existing seat at top & fixing pre-cast FRC cover

(medium duty) repairing up to 2.00 mt. depth. This item relates to repairing existing machine hole of 1.40 x 1.00 or 1.00 x

0.75 mt. size with removing first existing seat & cover including demolishing existing loose masonry work up to from GF level

to depth if specified & up to same height brick work in CM 1:5 shall be completed & after of that work plastering work in CM

1:3 shall also be done. Rate including fixing existing or new (if not there) C.I. steps shall fixed at time of masonary work. After

completion of brick work & plastering same machine hole seat & cover fixing at top & casted it in C.C. 1:2:4 etc.

Measurements shall be given on no. of basis up to 2.00 mt. depth work.

For detailed specification refer R & B Department booklet for General Technical Specification for building works.

Items also includes:

1. Proper Barricading to avoid accidents.

2. Removal of debris from site.

3. Compaction of Bitumen by Roller.

4. Applying tack coat before laying of Hotmix material.

Ahmedabad Municipal Corporation

The mode of payment for this item shall be on No. Basis.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster

in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover, removing the debris from chamber and carting the

same as directed.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Raising of Existing machine hole. Item includes, cutting of existing road surround by Machine hole by diamond cutter machine,

dismantling of road in confined area by breaker machine and carting of dismantled material. Item also included necessary brick

work to raise the machine hole at road level in CM 1:3. Item also included fixing of Machine hole frame at exact road level by

using Master Emaco S 488 trowelable fibre reinforced thixotropic repair mortar material, Laying of concrete made from

MasterEmaco S 346 flowable micro concrete material in desired thickness and laying of hot mix bituminous material in upper

layer and compaction of hot mix bituminous material by Plate compactor machine. Rate also included necessary plaster at inside

of machine hole in CM 1:3 in 20 mm thickness on raised brickwork.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Manufacturing,Testing,Supplying,Loading,Transporting To Work Site, Unloading, Lowering In Trenches, Laying And Jointing R.C.C.,

Np-4 Class Pipes With socket and spigot joints as per IS 458-2003 Including EPDM Rubber ring etc. comp. As Directed by

engineering in charge.

This shall consist of furnishing and installing reinforced cement concrete pipe of the type diameter and length required at the

location shown on the drawings or as ordered by the Engineer-in charge.

Reinforced concrete pipe shall be of NP-4 type conforming to the requirements of IS : 458 and shall be of dia. as specified in the

item. Each consignment of cement concrete pipes shall be inspected approved by the Engineer-in-charge either at the place of

manufacture or at the site before their incorporation in the works.

Where the testing of pipes will not be feasible the Bidderss will have to produce a certificate from the' manufacturer on company's

Production of such certificate will not however relieve the Bidders form his responsibility of supplying pipes of required standard

and will have to bear the loss or damage caused to the work on account of defects found subsequently during execution. It will also

be necessary to purchase these pipes from manufacturer having standard equipments for carrying out various tests as per IS : 458 at

No pipes shall be placed in position until the foundations have been approved by the Engineer-in charge. Where two or more pipes

are to be laid adjacent to each other, they shall be separated by a distance equal to at least half the diameter of the pipe subject to

minimum of 900 mm. The laying of pipes on the prepared foundation shall start from the outlet and proceed towards the inlet and

be completed to the specified lines and grades. The pipes shall be fitted and matched so that when laid in works they from a culvert

with a smooth uniform invert. Any pipe found defective or damaged during laying shall be removed at the cost of Bidders.

The pipes shall be jointed either by collar joint or by flush joint in the former case the collars shall be of R.C.C. 150 to 200 mm. wide

and having the same strength as the pipes to be jointed.

Caulking space shall be between 13 and 20 mm. according to the diametre of the pipes caulking material shall be slightly wet mix of

cement and sand in the ratio of 1:2 rammed with caulking irons. Before caulking the collar shall be so placed that its centre coincides

with that of pipes and an even annular space is left between the collar and the pipes. Flush joint may be shaped to from a self

centering joint with a joining space 13 cm wide. The joining space shall be filled with cement mortar 1:2 (1 cement : 2 sand) mixed

sufficiently dry to remain in position when forced with a trowel or rammer. Care shall be taken to fill all voids and excess mortar

shall be removed. All joints shall be made with care so that their interior surface is smooth and consistent with the interior surface

of the pipes. After finishing, the joint shall be kept covered and damp for at least four days.

R. C. C. pipes shall be measured along their centre between their inlet and outlet ends in linear metres.

The rate for the pipes shall include the cost of pipe including loading, unloading, handing, storing laying in position and joining

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

Providing and supplying, lowering, laying and jointing ISI mark only standard length stoneware pipes of following class and

diameter including all taxes (excluding GST), insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. compl. (IS651/1989 or its latest revision) Class AA

(a) 100 mm dia (b) 150 mm dia (c) 250 mm dia.

Work shall be carried out as per item description including cost of all labour and materials etc. complete as directed. General

standard practice of work is applicable.

The measurements shall be on RMT basis.

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia. Including fittings of standard make as

approved by Engineer-in-charge.

Work shall be carried out as per item description including cost of all labour and materials etc. complete as directed. General

standard practice of work is applicable.

The measurements shall be on RMT basis.

DI to PVC connection Making/ Reparing Connection work for the following dia. PVC pipe (a)50 mm (b) 75 mm (c) 90 mm

Work shall be carried out as per item description including cost of all labour and materials etc. complete as directed. General

standard practice of work is applicable.

The measurements shall be on Nos. basis.

Drilling the road without breaking the road surface (Asphalt) for laying of cable for feeding power supply by making up to

following size of holes at both ends complete.

( B) Up to 150 mm bore dia

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Rmt. Basis.

Constructing Slab type M.H. Chamber of the following size including excavation, refilling, brick bats cement concrete(1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft)

in CM 1:3, finishing withcement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps35 cm c/c at 35cm staggered in masonary CM

1:5, RCCSlab in CC 1:1.5:3 of thickness 23 C.M., including Cantering& reinforcement (doublejalli at 15 C.M. c/c bothway 12mm

dia.) but excluding the cost of Machine hole seat coveretc..completed. of Size 1.00 X1.40 meter (Inside Clear,M.H. length should

be parallel to the flow, for pipe dia <=800 mm)

A) 1.00 to 2.00 meter depth, (Slab at Ground level)

B) 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

C) 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.)

D) 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.)

Excavation for foundation trenches and pits etc. in all type of hard and soft soil such as murrum sand, clay, kankar etc. and stacking

the same within a lead of 30 mt incl. spreading, backfilling of trenches and pits with selected excavation material from stack

watering consolidation in layer and disposing the surplus material within a lead of 30 mt. & with lifts as mentioned below incl.

guarding, laighting fencing the trenches and pits etc. complete.

The brickbats shall be of new bricks, hared well burnt and broken to 40 mm nominal size. These shall be free from earth and shall be

got app. use. Sand shall be clear coarse, sharp and free from earth and other impurities. Mixing shall be done on brick or stone

platform or of brickbats to mortar shall be measured in heaps by brick height irregular measure. If ordered by Addl. C.E. Concrete

shall be laid in layers of 15 cms. and well consolidated maintained by the Bidders for before commencing the brick work. over boxes,

concrete shall be well watered. The mix shall be done in prop. of 1 : 5 :

Cement shall confirm to M-3, sand shall confirm to M-6, coarse agg. shall confirm to M-13, water shall confirm M1.

The prop. of the cement of sand coarse agg. shall be 1 : 5 : 10 i.e. 1 part of cement, 5 part of sand and 10 parts of coarse agg. by

volume. and the work shall be carried out as per inst. of Engineer in charge and as per C.3.

Brick work cement mortar :

Bricks shall be table brick confirming of approved kiln specifications as laid sown n PWD Hand book NO. 2. These shall be well burnt

and free from all defects and shall be got approved by the Engineer in charge before the work is started.

Cement to be used for mortar shall comply with PWD Hand book specifications, cement mortar in the brick work shall be 1 part of

cement, 5 parts of sand. Every brick well sacked in water is required to be laid I full & closed joints of cement mortar the thickness of

which shall not exceed 1.25 cms. If on removal of centering any open joint shall be found, these shall be pointed immediately.

Special care shall taken to make the face of brick work smooth brick work shall be toothed or shall racked back in coarse.

All intrades of curves shall be worked from temple strictly made to dimensions as per 1974-75 latest plan and section approved by

Brick work in general shall be of first class workmanship & shall be executed according to the plan working proper dimension & as

directed by the Office in charge from time to time. Brick should be thoroughly wetted in water before use. All brick work to be

cleaned & wetted before laying cement mortar shall be prepared in special iron pals. And mixed bag of 1.25 cft. or 1 cft. as

measured as the case may be. All materials shall be stacked in one side so as not to obstruct traffic in any way.

The masonry should be constructed in proper workmanship like manner with jointing plumb etc. to confirm with the general

specification No. 45 PWD Hand Book. The face work should be nearly finished. The shall be kept watered for a week at least three

days after the date of completion.

The work in general is to be done as per PWD Hand book specification No. 34 centering shall not be struck off & removed without

permission of Addl. C.E. The extrades of the arch shall be neatly rendered with 1.25 cms. thick mortar of the same quality as in a

masonry. If the depth of R. L. is not sufficient for arch work RCC slab of 1 : 2 : 4 proportion will have to be provided. The slab shall be

as per IRC standard a ring of bars around the openings. The slab shall have to be provided for the machine holes of the depths less

than 3 mts. & whenever required. The night of the arch from the invert shall be as per instructions of Addl. C.E. All centering shall be

prepared & places as directed & shall be struck off & draws with case as to cause cracks & damages the work. Bidders shall have to

remove & improve all disapproved masonry work either settled of damaged the top bottom & sides of the slab shall be neatly

finished with cement mortar of 1 : 4 proportion.

R.C.C. Bedding :

Cement concrete for the bottom portion of machine hole shall consist of one part of cement two parts of sand four parts of black

trap metal of other approved material of 0.6 to 2.5 cms size from well graded as per instruction. The rate includes all necessary

materials mixing lifting placing ramming watering etc. the exposed faces to be neatly finished smooth with cement as per

instructions. The concrete work to kept constantly watered for at least fortnight.

Cement Plaster :

Cement plaster 15 mm thick shall be done using cement mortar of 1 part of cement & 3 parts of sand in uniform thickness with

surfaces trely in plums. The work in general shall comply with general specifications for plaster No. 64 in PWD hand book. The

plaster surfaces to be kept damp at least for a fortnight. All internal sides of the machine holes including soffit of the arch shall be

provided with cement plaster.

C.I. Articles :

These shall be made accurately to form & dimensions shown in the drawing casting shall be sharp clean from cracks flows air

bubbles casting shall be coated with Dr. Angles Smith solution be accepted red not or with anticorrosive paint. No or more than 1%

lower than the weight to the dimensions in the drawing. Bidders shall have to submit two machine holes of C.T. materials to the

Addl. C.E. for reference and these samples shall be returned at the completion of the work. All rejected materials shall be to be

removed form the site of within 24 hours Foot steps shall be of the best grey cast iron as specified above true to dimensions. The

rate includes mixing the same in position as directed the wt. of the approved CI foot steps shall be 3 kg. C.I. steps shall be fixed at

interval of 37 cm. vertically & 22 cm. horizontally starting from the invert of the line.

The M/s shall be on No. basis.

Cutting the pipes of following dia coming in the new M.H.in running sewer including cutting bars, including removing debris

/silt from the M.H. and carting at a suitable distance etc..complete as directed. No payment for M.H. work will be made until pipe

is not cut completely in all respect. 150 mm to 300 mm dia. 400 mm to 600 mm dia.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after completion of the connection

work as directed. (A) 100 mm to 300 mm dia. (B) 350 mm to 600 mm dia

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed etc. comp. (Shift for Eight

Hour) (For Each Pump Set, No payment should be allowed for non working condition of machinery)

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Shift Basis.

Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam specificationincluding premixing the

Material with water at OMCin mechanical mix plant carriage ofmixed Materialby tipper to site, laying inuniform layers in

subbase/ base course on wellprepared surface andcompacting withvibratory roller to achieve thedesired density as per MoRTH

Production & Supply of WMM to site of works

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular material, premixed with water, to a

dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the case may be in accordance with the requirements

of these Specifications. The material shall be laid in one or more layers as necessary to lines, grades and cross-sections shown on the

approved drawings or as directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When vibrating or other approved types

of compacting equipment are used, the compacted depth of a single layer of the sub-base course may be upto 200 mm with the

approval of the Engineer.

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements set forth in Table 17-1.

Sevaliya/Timba/Ankodiya special aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test shall be carried out on the

material delivered to site as per IS:2386 (Part-5).

Table 17-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base Courses

S. No. Test Test Method Requirements

1. Los Angeles Abrasion value or

Aggregate Impact value

IS:2386 (Part-4)

IS:2386 (Part-4) or

40 percent (Max.)

30 percent (Max.)

2. Combined Flakiness and Elongation indices (TotaIlS):2386(Part-1) 35 percent (Max.)*

* To determine this combined proportion, the flaky stone from a representative sample should first be separated out. Flakiness index is weight of flaky stone metal

divided by weight of stone sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal. Elongation index is weight of elongated

particles divided by total non-flaky particles. The values of flakiness index and elongation index so found are added up

Grading Requirements

The aggregates shall conform to the grading given in Table 17-2.

Table 17-2 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary from the low limit on one

sieve to the high limit on the adjacent sieve or vice versa.

Construction Operations:-

Preparation of Base

The surface of the sub-grade/sub-base/base to receive the Wet mix macadam course shall be prepared to the specified grade and

camber and cleaned of dust, dirt and other extraneous material. Any ruts or soft yielding places shall be corrected in an approved

manner and rolled until firm surface is obtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including depressions and potholes shall be

repaired and made good with the suitable material. The existing surface shall be scarified and re-shaped to the required grade and

camber before spreading the coarse aggregate for Wet mix macadam.

Preparation of Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity having provision for controlled addition of

water and forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching plant. For small quantity of wet

mix work, the Engineer may permit the mixing to be done in concrete mixers.

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more than agreed limit. The mixed material

should be uniformly wet and no segregation should be permitted.

Spreading of mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared subgrade/sub-base/base in

required quantities. In no case should these be dumped in heaps directly on the area where these are to be laid nor shall their

hauling over a partly completed stretch be permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-Charge and/or his authorized

representative. For portions where mechanical means cannot be used, manual means as approved by the Engineer shall be used.

The motor grader shall be capable of spreading the material uniformly all over the surface. Its blade shall have hydraulic control

suitable for initial adjustments and maintaining the same so as to achieve the specified slope and grade.

The paver finisher shall be self-propelled, having the following features:

(i) Loading hoppers and suitable distribution mechanism

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it is spread without rutting or

otherwise marring the surface profile.

(iii) The paver shall be equipped with necessary control mechanism so as to ensure that the finished surface is free from surface

The surface of the aggregate shall be carefully checked with templates and all high or low sports remedied by removing or adding

aggregate as may be required. The layer may be tested by depth blocks during construction. No segregation of layer and fine

particles should be allowed. The aggregates as spread should be of uniform gradation with no pockets of fine materials.

After the mix has been laid to the required thickness, grade and crossfall/camber the same shall be uniformly compacted, to the full

depth with suitable roller. If the thickness of single compacted layer does not exceed 100 mm, smooth wheel roller of 80 to 100 kN

weight may be used. For a compacted single layer upto 200 mm, the compaction shall be done with the help of vibratory roller of

minimum static weight of 80 to 100 kN or equivalent capacity roller. The speed of the roller shall not exceed 5 km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower edge and progress gradually

towards the upper edge. Thereafter, roller should progress parallel to the centre line of the road, uniformly overlapping each

preceding track by at least one third width until the entire surface has been rolled. Alternate trips of the roller shall be terminated in

stops at least 1 m away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward until the edges have been

firmly compacted. The roller shall then progress gradually towards the centre parallel to the centre line of the road uniformly

overlapping each of the preceding track by at least one-third width until the entire surface has been rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any other cause shall be corrected at once as

specified and/or removed and made good. Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be

thoroughly compacted with

mechanical tampers or a plate compactor. Skin patching of an area without scarifying the surface to permit proper bonding of the

added material shall not be permitted.

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-like motion in the sub-base/base course

or subgrade. If irregularities develop during rolling which exceed 12 mm when tested with a 3 metre straight edge, the surface

should be loosened and premixed material added or removed as required before rolling again so as to achieve a uniform surface

conforming to the desired grade and crossfall. In no case should the use of unmixed material be permitted to make up the

depressions. Rolling shall be continued till the density achieved is at least 98 per cent of the maximum dry density for the material as

determined by the method outlined in IS : 2720 (Part-8).

After completion, the surface of any finished layer shall be well-closed, free from movement under compaction equipment or any

compaction planes, ridges, cracks and loose material. All loose, segregated or otherwise defective areas shall be made good to the

full thickness of the layer and recompacted.

Setting and drying:

After final compaction of wet mix macadam course, the road shall be allowed to dry for 24 hours.

Ahmedabad Municipal Corporation

Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam surface till it has dried and the

wearing course laid.

Surface Finish and Quality Control of Work

Surface evenness:

The surface finish of construction shall conform to the requirements of Clause in Item No.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 17-3.

Table 17-3 : Test and Frequency for Materials for Wet Mix Macadam

Type of Construction Test Frequency (As per Circular No. 66) IS Code Wet Mix Macadam Gradation One test per 200 Cu.m. IS:2386,

Part-I-1963 Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV Combined Flakiness and Elongation Indices One test

per 500 Cu.m. IS:2386, Part-I Atterberg Limits of portion of aggregates passing 425 micron sieve One test per 200 Cu.m. IS:2720,

Part-V Density of compacted layer One set of three tests per 1000 sq.m IS:2720, Part-VIII

Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or where the course is otherwise

defective due to subgrade soil getting mixed with the aggregates, the full thickness of the layer shall be scarified over the affected

area, reshaped with added premixed material or removed and replaced with fresh premixed material as applicable and

recompacted. The area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no case shall depressions be

filled up with unmixed and ungraded material or fines.

Arrangement for Traffic

During the period of construction, arrangements for the traffic shall be provided. The Bidders shall take all necessary measures for

the safety of traffic during construction and provide, erect and maintain such barricades, including signs, marking, flags, lights and

flagmen as per instruction of the Engineer-in-charge.

Measurements for Payment

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

Barricading the entire break down or excavated area on lumsum rental basis using wooden ballies / M.S. angles at max.2.0 meter

center to center, C.G.I sheet, reflective paint out side to avoided accident and for smooth traffic diversion and movement

including cautionary board etc. the same shall be removed after completion of work.

The height of the barricades should be minimum 1.20 mt from the ground level. The Item shall be carried out as per Item description

and as per instruction of Engineer-in-Charge and/or his authorized representative. After removal of barricades, all material related

to barricading shall be property of the Bidders.

The mode of payment for this item shall be on Rmt. Basis.

Dismantling of existing Arch type manhole up to Arch and then Const. Slab type manhole of following size incl. excavation,

refilling and & finished 15 mm thick cement plaster inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at

cm staggered in masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering & reinforcement as directed by engineer

in charge. Rate includes carting of debris and excavated soil.

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to

2 mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to

3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From

to 2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From

to 3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From

to 4 mt depth (Slab at below 1.00 mt. From G.L.)

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Making connection to the ex. M.H.in running sewer incl. Dewatering and other required machinery etc. of following dia pipes

at any convenient time. All damaged work shall be well repaired as per instructions. etc.complete.

150 mm to 300 mm dia.

400 mm to 600 mm dia.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Brickwork using common burnt clay building bricks having crushing strength notless than 35kg./Sq.Cm. in foundation and plinth

in Cement Mortar 1:5 (1-Cement:5-finesand) (B) Conventional (upto 10 ton).

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Cmt. Basis.

Supplying, labour for break down repairing work for activities like excavation, disliting, removing debris from trench back filling

etc. comp. as directed by Eng.in charge.

Mazdoor at day /Night

Makadam/ supervision at day / Night

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required thickness and size including placing the

nece. supports of reqd. size, nailing, fixing with mortar, levelling. All specification for dead centring as per standard engg. practice

etc. comp. as directed.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Smt. Basis.

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) finishing with a floating coat of neat

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Smt. Basis.

Supplying cutting, bending, binding and placing in position steel as per plan and design and as per IS 2502 including cost of steel

and binding wire for reservoirs/ structuresonly including lift up to 6 meter height or depth below GL for all diameters.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on MT. Basis.

Providing and laying cement concrete work 1:2:4 (1-Cement:2-Coarsesand:4-graded stone aggregates 20mm nominal size) and

curing complete excluding cost of formwork and rein for cement for reinforced concrete work in (A)Foundations,footings,Base or

columns and Mass concrete (upto 10 ton)

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Cmt. Basis.

Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of to and fro transportation, laying of the

delivery hoses as required, lowering and lifting the pumps as and when required etc. complete. Set Do As Directed. (No payment

should be allowed for non working condition of machinery )

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on HP/Hr. Basis.

Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting machinery, and lighting and other

requirements with Arranging diesel to run the D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be allowed for non

working condition of machinery )

(A) Hiring and operating the 60 KV 3 Phase Electric Generator for operating desilting machinery, and lighting and other

requirements with Arranging diesel to run the D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be allowed for non

working condition of machinery )

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Shift Basis.

Providing & Supplying Hitachi Machine -110 capacity on rental basis in case of emergency situation and break down type work &

also during unavoidable condition as per instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges .

(No payment should be allowed for non working condition of machinery )

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Hr. Basis.

Providing & Supplying Hitachi Machine -200 capacity on rental basis in case of emergency situation and break down type work &

also during unavoidable condition as per instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges.

(No payment should be allowed for non working condition of machinery )

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Hr. Basis.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using Operator, fuel, power Supply

etc. Complete as Directed. (No payment should be allowed for non working condition of machinery and for pipe line excavation

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

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Hr. Basis.

Supplying & fixing M.S. plate of required size including cutting bending carting to site placing on damagrd portion of main

drainagr line on site incl. loading un loading etc. comp. as directed by engg. In charge.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Kg. Basis.

Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere work , using cement content

as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a

lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing

and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly

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

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Basis.

Filling in plinth with sand under floors including watering ramming, consolidating and dressing etc. complete.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on Cmt Basis.

Providing Fabricating and fixing MS Grating Jali for Machinehole having 65X65X8 mm MS Angle with Horizontal and Vertical

65X10 mm MS Flate with 50 mm Spacing at equal distance. Work includes with oilpaint and Transportation on site work comp. as

per Instruction by Engg. incharge.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Printing a catchpit number making yellow colour or different colour back ground by acrelic stencil of size 16 x 10 inch with

inches size front with red or colour by asian paints as per inst.of Eng.incharge

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Providing acrelic stencil of size 16 x 10 inch with 3 inch size front as per inst.of in charge.

The Item shall be carried as per Item Description in tender document and as Per prevailing latest IS & IRC Code & Genral

Specification booklet and As per instruction of Engineer-in-Charge and/or his authorized representative.

The mode of payment for this item shall be on No. Basis.

Contractor’s Signature Add. Cit y Engi neer