Reinsistment of RCC & Paver Block work in White topping road and Other Area for excavation of water line, Drainage line & other utility work under Dy.C.E.-2 of west zone of Ahmedabad (ARC TENDER) (Re-Tender

Name of work:- Reinsistment of RCC & Paver Block work in White topping road and

Other Area for excavation of water line, Drainage line & other utility work under

Dy.C.E.-2 of west zone of Ahmedabad (ARC TENDER) (Re-Tender

Qty Item Rate Per Amount

Excavation for pipe line trenches for water supply,

sewerage lne, 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.

(GWSSB SOR 2022-23 Item No. 1, Page 32)

a 100.00 Upto 1.50 mt depth 89.00 Cmt

b 50.00 1.5 mt to 3 mt depth 98.00 Cmt

c 50.00 3.00 mt to 4.50 mt depth 103.00 Cmt

d 0.00 4.50 mt to 6.00 mt depth 109.00 Cmt

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 directed.

(AMC approved SOR Rate Jan-2016)

a 0.00 up to 0.20 meter thickness (By Manual) 71.43 Smt

b 200.00 Up to 0.30 meter (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator,

fuel, & transportation etc complete. 178.57 Smt

c 100.00 0.30 meter & above (By any type of Breaker

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

operator, fuel, & transportation etc complete. 312.50 Smt

3 Refilling the pipeline trencheds incl. ramming,

watering, consolodating desposal of surplus stuff

as directed within a radius of 3 km.

(GWSSB SOR 2022-23 Item No. 14, Page 40)

a 1000.00 Refilling as directed 22.00 Cmt

b 0.00 *-do-with selected soil brought from outside incl. all

lead 175.00 Cmt

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)

(AMC approved SOR Rate Jan-2016) 600.00 Hour

5 50.00 Hiring of tractor with trolley considering 8 Hrs. as

working day hours incl.Driver

(GWSSB SOR 2022-23 Item No. 7, Page 105) 2104.09 Day

Providing & Supplying Road Roller (8-10 ton) on

rental basis in case of hand lying work of Hot mix /

6 cold mix material work during day/night for 8 Hrs.

Shift, as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating

charges etc. (No payment should be allowed for

non working condition of machinery) 2500.00 Day

Supplying Surace Vibrator / Plat compactor for

7 compaction. The cost of Surace Vibrator includes

driver, fuel charges etc. complete for day or night

as directed by engineer in charge 327.87 Day

8 50.00 Hiring of Three wheeler carrier (Chakado/Rixa)

considering 10 Hrs. as working day hours

(GWSSB SOR 2022-23 Item No. 7, Page 105) 1153.24 Day

Supplying electric 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)

(AMC approved SOR Rate Jan-2016) 1200.00 Shift

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

(AMC approved SOR Rate Jan-2016) 600.00 Hour

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)

(AMC approved SOR Rate Jan-2016) 600.00 Shift

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

from trench back filling etc. comp. as directed by

a 200.00 Mazdoor at day /Night

(R&B SOR 23-24, P-39 - Item code- 1065 L037) 452.00 No.

b 40.00 Makadam/ supervision at day / Night

(R&B SOR 23-24, P-39 - Item code- 1058 L029) 711.00 No.

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 )

(AMC approved SOR Rate Jan-2016) 2000.00 Hour

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 )

(GWSSB SOR 2022-23 Item No. 1, Page 104) 18.32 H.P/Hr

Conveyance charge of earth,lime,murrum, building

rubbish,manual garbage,sludge ,excavated rock,fly

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

lead (R&B SOR 23-24, P-6 - Item code-

030201A1)Quantity Shoud not be more

then the quantity equal to excavation

minus back filling. (No bulkage) 326.73 Cmt

Construction of granular Sub base using crusher

run, spreading in uniform layers with motor grader

on prepared surface mixing by mix in place method

with front end loader at OMC and compacting with

vibratory roller to achieve the desired density,

complete as per Clause 401. For all grade

a 150.00 Production & Supply of GSB (Crusher Run) 1264.56 Cmt

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material with

17 water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform

layers in sub- base / base course on well prepared

surface and compacting with vibratory roller to

achieve the desired density as per Codal Provision.

250.00 (A) Supply of WMM 1975.00 cmt

250.00 (B) Laying of WMM 35.00 Cmt

Providing and laying in position Ready Mixed M-

200 grade concrete for reinforced cement conctere

work , using cement content as per approved

Design Mix manufactured in fully automatic

batching plant and transported to siteof 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

18 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

withoutimpairing 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) 4217.93 Cmt

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

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

(R&B SOR 23-24, P-53 - Item code- 05010AA

Cement Concrete Pavement (Construction of M40

grade un-reinforced, dowel jointed at construction

joint, plain cement concrete pavement over a

prepared sub base with 43 grade cement, coarse

and fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with a

fixed form or slip form paver, spread, compacted

and finished in a continuous operation including

providing of construction joints, separation

membrane (where DLC is done), admixtures, tie

bar, fibre mesh, curing compound, finishing to lines

and grades as per drawing.The White topping

without fibre mesh shall not be accepted. Item

doesnot includes cost of dowel bars, fibre mesh

(PSFR) & cost of groove cutting & filling. It should

be paid seperately. 6050.00 Cmt

Providing and fixing mild steel dowel bars of

minimum 32mm dia. for anchoring by drilling holes

in foundation strata including necessary bending,

hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed. 280.00 Rmt

22 50.00 Providing groove cutting for width of 5mm - 8mm

and 1/3 depth of RCC surface including cost of

cutting machine , Generators, Blades, Coolant,

etc., including filling of groove by approved filler,

cleaning of groove. Item includes cost of

conveyance of all material, labour, machineries

also includes all lead & lift charges, all incidental

charges as per instructed by engineer in charge.

(Groove cutting & filling should be done in size of

1mt x 1mt or 0.8mt x0.8mt. at the depth of 1/3 of

total thickness in white topping work as instructed

by EIC.) 117.04 Rmt

Providing groove cutting for width of 4mm - 6mm

and 10mm-250mm depth of Bituminous/ RCC

surface including cost of cutting machine

Generators, Blades, Coolant, etc., including

cleaning of groove. Item excludes cost of groove

filler. Item includes cost of conveyance of all

material, labour, machineries also includes all lead

& lift charges, all incidental charges as per

instructed by engineer in charge. (Groove cutting

should be done in size of 1mt x 1mt or 0.8mt

x0.8mt. at the depth of 1/3 of total thickness in

white topping work as instructed by EIC.) 22.88 Rmt

Dry Lean Cement Concrete M-15 Sub- base

(Construction of dry lean cement concrete Sub-

base over a prepared sub-grade with coarse and

fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm, aggregate

cement ratio not to exceed 15:1, aggregate

gradation after blending to be as per table 600-1,

cement content not to be less than 150 kg/ cum,

optimum moisture content to be determined during

trial length construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in a batching

plant, transported to site, laid with a paver with

electronic sensor, compacting with 8-10 tonnes

vibratory roller, finishing and curing.) 2654.08 Cmt

Providing and mixing fibre mesh E3 fiber mesh

multi dimension graded multifilament 100% virgin

macro polyprolene/ polymetric fibers contains no

reprocessed olefin materials and are specifically

manufactured for use as a concrete secondary

reinforcement. Fiber mesh stealth E3 shall be

confirm to ASTM-C116, type 114.106 319.97 Kg

Plain cement concrete M 20 grade complete as per

drawing and technical specifications. The rate is

inclusive of all materials, equipments, curing with

all lead and lift (Using concrete mixer). 3699.50 Cmt

Plain cement concrete M 25 grade complete as per

drawing and technical specifications. The rate is

inclusive of all materials, equipments, curing with

all lead and lift (Using concrete mixer). 4008.40 Cmt

Plain cement concrete M 30 grade complete as per

drawing and technical specifications. The rate is

inclusive of all materials, equipments, curing with

all lead and lift (Using concrete mixer). 4033.00 Cmt

Supply and Installation of Treeguard TG 2 of size

800*800*75 mm thick in set of 4, with an internal

diameter of 500mm in shotblasted finish of VYARA

make or equivalent, approved by the engineer -

incharge. (Approved Rate) 1006.00 No.

Pre cast concrete kerb Providing & fixing M25

grade of concrete precast exposed/ fare finish /

texture finish kerb stones of approved make as per

approved sample of any size and any shape. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for

complete Kerb systems with Half Batter Profile type

of kerbs including necessary accessories of kerb

like radius kerb, Angles and Quadrant Kerbs,

droplet kerb, etc complete as per drawing. Kerbs

shall be fixed as paper joint without any jointing

material. However cement mortar shall be provided

at the backside of kerb stone joint. (Sample must

be approved). Cost of Excavation, cutting, base,

side filling shall includes as directed engineer -

incharge. (Size of kerb is

600mmx375mmx150mm). Make VYARA or

Equivalent 912.50 Rmt

Pre cast concrete kerb Providing & fixing M25

grade of concrete precast exposed/ fare finish /

texture finish kerb stones of approved make as per

approved sample of any size and any shape. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for

complete Kerb systems with Half Batter Profile type

of kerbs including necessary accessories of kerb

like radius kerb, Angles and Quadrant Kerbs,

droplet kerb, etc complete as per drawing. Kerbs

shall be fixed as paper joint without any jointing

material. However cement mortar shall be provided

at the backside of kerb stone joint. (Sample must

be approved). Cost of Excavation, cutting, base,

side filling shall includes as directed engineer -

incharge. (Size of kerb is

600mmx450mmx150mm). Make VYARA or

Equivalent 1061.61 Rmt

Paver Block providing and laying, Dished Channel

specified thickness, size, grade of concrete and

colour machine made and blasting by automatic

shot blasting machine and high density as per

approved sample of approved make for suite drain

besides parking area and other areas as mentioned

in drawing. Including providing and laying 50mm

thick average bedding layer of coarse sand below

dished channel as per required grading and

specification. Laid dished channel shall be

mechanically compacted. The work of the dished

channel shall be executed in line and level by

skilled mason. Small size of dished channel with

same specification shall be used at residue or at

the end. If cutting of dished channel shall be

required, than cut by machine only and laying to be

done by skilled flooring mason. Actual laid area

shall be measured and paid without any wastage.

(A) 600mm X 300mm X 100mm thick M-25 grade

grey dished curved channel. Make VYARA or

Equivalent 907.00 Rmt

33 300.00 Providing and laying shot blasted non interlocking,

paver blocks 60mm thick M-35 grade of specified

thickness, size grade of concrete and colour

machine made and blasting by automatic shot

blasting machine and high density of as per

approved sample of approved make for footpath,

parking area, service lanes, cross over and other

areas as mentioned in the drawing, including

providing and laying 50 to 80mm thick average

bedding layer of coarse sand below paver block as

per required grading and specification. Laid paver

block shall be mechanically compacted. The work

of the paving blocks shall be executed in line and

level by skilled mason of flooring work only. Small

size of paver block with same specifications shall

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

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

be necessary. If cutting of paver block shall be

required, than cut by machine only and laying to be

done by skilled flooring mason. The finished

surface of the paver block shall have coarse sand

texture finish. Paver blocks shall be compacted and

shall be relaid if necessary. Actual laid area shall

be measured and paid without any wastage. A)

60mm thick M-35 grade Paver block of size 200mm

x 200mm. Make Vyara or Equivalent. 669.65 Smt

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling, Brick

Bats Cement Concrete (1:5:10) of thickness

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

Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size 0.75 X

Meter (Inside Clear, M.H. length should be parallel

(AMC approved SOR Rate Jan-2016)

a 5.00 1.00 to 2.00 meter depth, (Slab at Ground level)

(for pipe dia <=230 mm) 5651.79 No.

b 2.00 2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

From G.L.) (for pipe dia <=300 mm) 11395.54 No.

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling, brick

bats cement concrete (1:5:10) of thickness

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

12 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)

(AMC approved SOR Rate Jan-2016)

a 4.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 4.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt.

From G.L.) 19258.04 No.

c 3.00 3.00 to 4.00 meter depth, (Slab at below 1.00 mt.

From G.L.) 26867.86 No.

d 2.00 5.00 to 6.00 meter depth, (Slab at below 1.00 mt.

From G.L.) 44050.00 No.

e 1.00 7.00 to 8.00 meter depth, (Slab at below 1.00 mt.

From G.L.) 66632.14 No.

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.

(AMC approved SOR Rate Jan-2016)

a 20.00 up to 0.15 mt. (@ Two Coarse) 732.14 No.

b 30.00 up to 0.35mt. (@ Four Coarse) 1160.71 No.

c 10.00 up to 0.65 mt. (@ Seven Coarse) 1794.64 No.

d 4.00 up to 0.90 mt. (@ Ten Coarse ) 2160.71 No.

Raising of Existing manhole item includes,cutting of

existing road surround by Manhole by diamond

cutter machine dismantling of road in confined area

by breaker machine and carting of dismantal

material.item also included necessarey 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 using MaserEmaco S 488 trowable fibre

reinforced thixotropic repair mortal material Laying

of concrete made form Master Emaco 5

flowable micro concrete material in desired

thickness and laying of hot bitumanous material in

Upper layer and compaction of hot bitumanious

material by palte compactor machine .Rate also

included necessary plaster at inside of manhole in

CM 1:3 in 20 MM thickness on raised brickwork.

(AMC approved Rate) 6846.43 No.

38 Providing F.R.C. MH seat cover incl. carting to the

work site etc. comp. Directed. (Based on rate of

central store circular No. 01 / 2025-26 Dt.

(SET cover and frame) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame- 560mm ø

clear opening, The dimension of frame and cover

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

2002 table 1 (As Per Central stores circular No.

(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

1 (As Per Central stores circular No. 01 / 2025-26

(SET cover and frame) F.R.C. Medium Duty [MD-

10] 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

1 (SET cover and frame) (As Per Central stores

(SET cover and frame) F.R.C. Medium Duty [MD-

10] Chamber Covers & Frame- 600 x 450 mm clear

opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

(As Per Central stores circular No. 01 / 2025-26 Dt.

(SET cover and frame) F.R.C. Light Duty [LD-2.5]

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

1 (As Per Central stores circular No. 01 / 2025-26

39 1000.00 Suppling cast iron manhole frame of any Size.

(Market Rate) 95.00 Kg

Carting and Fixing M.H. Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in CC 1:2:4 and finishing

smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

supplied by A.M.C.(from any store)

(AMC approved SOR Rate Jan-2016) 750.00 No.

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, reflective paint / Board out side to

avoid accident & for smooth traffic diversion &

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)

(AMC approved SOR Rate Jan-2016) 80.36 Rmt

42 50.00 Constructing Bombay Pattern Type Catch Pit of

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. of CM (1:6) with 40 mm

thick IPS flooring in the prop M15 at bottom and

15 mm thick cement plaster inside the catch pit in

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

(AMC approved SOR Rate Jan-2016) 3125.00 No.

43 50.00 CatchPit Jali Fixing P/F FRC catch pit jali with

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

As directed by engineer in charge.

(AMC approved Rate Central Store 2023) 1522.00 No.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

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 Reinsistment of RCC & Paver Block work in White

topping road and Other Area for excavation of water line,

Drainage line & other utility work under Dy.C.E.-2 of west

zone of Ahmedabad (ARC TENDER) (Re-Tender)

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.50,000/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as below. Demand Draft or Bank Guarantee shall be

from Nationalized Bank / Sheduled Bank and valid for 120 days. (As per Latest AMC

finance dept.circular).

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

Demand Draft / Local MICR Cheque. & attched ANNEXURE - 1 finance

dept.circular No- 14 Dt.4/6/13

8 Tender fees Rs.1500/-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.amc.nprocure.com &

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

11 Last date of receiving As per Notice 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 Notice 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 Document shall be physically submitted in sealed envelope By

Tender Documents and RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (One

evalution of tender Original & One Duplicate) duly sign & seal by contractor

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 (As per Circular)

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

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

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

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

(1) All Nationalized Banks

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

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

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

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No value of works Money Period

. (Rs.) Deposit

1 Reinsistment of RCC & Rs. 49,58,627.56 Rs.50,000/- 12 Months

Paver Block work in White

topping road and Other

Area for excavation of

water line, Drainage line &

other utility work under

Dy.C.E.-2 of west zone of

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

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

3. Tender (a complete set of bidding document) fee shall be Rs. 1500.00 in the form of Demand

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

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

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

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

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

specified in Clause 2 of Financial Condition.

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

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

Ahmedabad-380013.

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

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

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

who choose to attend. In the event of the specified date of bid submission/opening being declared a

holiday for the Employer, the bids shall be received /opened on the next working day at the same

place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

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

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

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

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

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

 Tender Document

 Registration certificate of class

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

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

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

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

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

for the misplacement or premature opening of the bid.

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

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

2. Assessment of Submission

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

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

then announce the names of bidders in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the NIT In the event of specified date of bid opening being

declared as a holiday for the Employer, the Tender will be opened at the appointed time and location

on the next working day.

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

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

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

consider appropriate.

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

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

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

responsive and the Tender volume will be returned to the bidder.

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

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

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

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

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

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

and is substantially responsive to the requirement of the bidding documents and provides any

clarification for ascertaining the correctness of the information/details.

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

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

deviation or reservation.

3. Evaluation and Comparison of Tender volume

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

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

with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

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

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

bidder bid will be considered for opening of price bid.

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

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided

that such bidder has been determined to be (i) eligible in accordance with the provisions of Clause

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

5(General Terms and Condition).

6. Notification of Award

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

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

This letter shall name the sum which the Employer will pay the Contractor in consideration of the

execution, completion and maintenance of the Works by the Contractor as prescribed by the Contract.

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

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

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

8. Clarification of Bids

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

ask any bidder for authentication the correctness of the information/details furnished by him in his bid.

Such request by the Employer and the response by bidder shall be in writing or by cable/fax.

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 bidder; and

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

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

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

entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

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

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

Currencies of Bid and Payment

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

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

2. Earnest Money Deposit :-

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

for 28 days beyond the validity of the bid.

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

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

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

format shall be issued as per Memorendum of work.

(E) Retention :-

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

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

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

6. Mobilization advance will not be given.

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

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

As per AMC Rule

9. Tax, Duties on Materials

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

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

borne by the contractors.

Special Clause:

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

be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

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

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

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

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

Department with the correction slips made up to 15-08-1999 may be referred. (only English version)

Clause No. -2 liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt.

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

the Engineering in charge.

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

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

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

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

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

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

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

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

specifications shall be deemed to be included therein.

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

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

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

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

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

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

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 be paid.

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

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

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

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

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

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

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

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

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

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

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

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

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

Engineer in charge.

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

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

total amount of work increases/ decreases.

total amount of work increases/ decreases.

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

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

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

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

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

the tenders without assigning any reason thereof.

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

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

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

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

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

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

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

by the contractor.

41. Conditional tenders will not be accepted.

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

Date Ahmadabad Municipal Corporation

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 st

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

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

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 fhJtbtk

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.

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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 contractor.

If work is not started within specified time limit the penalty as per rule & tender condition delay of start

shall be recovered separately from the immediate bills payable to the contractor. Contractor has to make

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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

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

Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat

Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE 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.

Clause : 6 "The contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the

prevailing AMC circulars issued from time to time.

SCHEDULE OF MAINTENANCE

Maintenance schedules for municipal drainage systems vary depending on the city and the type of

infrastructure (stormwater vs. sewage).The maintenance shall be of these two basis.: preventive

maintenance (scheduled) and reactive maintenance (complaint-based).

The contractor shall execute maintenance and upgradation works as directed by the client and through self-

inspection under the instructions of the Engineer-in-Charge.

Surveying of lines and manholes for the specified works shall be undertaken as and when required on the

designated roads, as instructed by the Engineer-in-Charge.

The inspection schedule shall be aligned with the following categories of complaints, with priorities

determined by the Engineer-in-Charge:

* CCRS complaints

* Complaints from MLAs/Councilors

* Complaints from officials

The specific lines and machinholes shall be surveyed as per below schedule as specified.

1. Ward Office: Visit Ward s office every week take the road detail on which the schedule inspection

to be done and carry the survey of machineholes ,lines as specified by EIC.

TECHNICAL SPECIFICATIONS

TECHNICALSPECIFICATIONSITEMSREQUIREDDURINGEXECUTIONOFDRAINAGELIN

1 Excavation for pipe line trenches for water supply, sewerage lne, 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.

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary,concrete

and asphalt road paving work etc. Root of trees met with during excavation shall bestacked at lead of 4’

away from the trenches as per instruction so that it may not damage

thesidesofexcavatedtrenches.Thesidesoftrenchesshallbeverticalandbottomshallbeuniformly leveled. The

excavated earth shall be stacked at any place or places shown within 50mtr. as directed. After completion

of the work the site shall be well dressed and cleared of

allrubbishsothatitmaygivedecentappearance.Contractorshallarrangeforallmaterialsrequiredfor lining out

and shall care to preserve the level pegs given. He shall have to arrange forshorting at his own cost if the

soil is found to be loose and sandy. He shall have to arrange forsorting out brickbats or any serviceable

materials found during excavation and shall have tostock. Nothing extra shall be paid for this. He shall

have to cart the excavated soil to site shownwithin 50 mtr. If so ordered by officer in charge of this work.

No old brickbats recovered

fromexcavationshallbeallowedtobeusedbythecontractorinthework.Thedepthoffoundationwillbe as per

drawing. Contractor should arrange for safely measures so that there is no danger offalling any men or

animal in the excavated portion, otherwise he will be held responsible for

thecompensationtobepaidasthecasemaybe.Heshouldalsoarrangeforredlampatnighttimes.The contractor

should not damage any of the municipal property, water lines, electric cables etc.at the time of excavation.

Water lines, electric cables etc. coming in the way will be shifted

bycorporationbutheshouldseethatnodamageisdoneforgross negligenceonhispart,otherwise such damages

will be recovered from him. Excavated stuff will be stacked at the siteshown or will be carted by the

contractor immediately as per the other item of this tender.Instructions of C.E. or his representative will be

strictly followed. Measurement shall be given onCmt.basis.

Excavationforfoundationupto(a)Upto0to2.0Mt(b)from2.0to3.0mtdepth(c)from3.0to

5.0mtdepth(d)above5.0mtdepthincludingsortingoutandstackingofusefulmaterialsanddisposalof

theexcavatedstuffupto50mt.lead.

Excavation shall be done as per plans and alignment in all sorts of soil including all masonary,concrete

and asphalt road paving work etc. Root of trees met with during excavation shall bestacked at lead of 4’

away from the trenches as per instruction so that it may not damage

thesidesofexcavatedtrenches.Thesidesoftrenchesshallbeverticalandbottomshallbeuniformly leveled. The

excavated earth shall be stacked at any place or places shown within 50mtr. as directed. After completion

of the work the site shall be well dressed and cleared of

allrubbishsothatitmaygivedecentappearance.Contractorshallarrangeforallmaterialsrequiredfor lining out

and shall care to preserve the level pegs given. He shall have to arrange forshorting at his own cost if the

soil is found to be loose and sandy. He shall have to arrange forsorting out brickbats or any serviceable

materials found during excavation and shall have tostock. Nothing extra shall be paid for this. He shall

have to cart the excavated soil to site shownwithin 50 mtr. If so ordered by officer in charge of this work.

No old brickbats recovered

fromexcavationshallbeallowedtobeusedbythecontractorinthework.Thedepthoffoundationwillbe as per

drawing. Contractor should arrange for safely measures so that there is no danger offalling any men or

animal in the excavated portion, otherwise he will be held responsible for

thecompensationtobepaidasthecasemaybe.Heshouldalsoarrangeforredlampatnighttimes.The contractor

should not damage any of the municipal property, water lines, electric cables etc.at the time of excavation.

Water lines, electric cables etc. coming in the way will be shifted

bycorporationbutheshouldseethatnodamageisdoneforgross negligenceonhispart,otherwise such damages

will be recovered from him. Excavated stuff will be stacked at the siteshown or will be carted by the

contractor immediately as per the other item of this tender.Instructionsof C.E.orhisrepresentative

willbestrictlyfollowed.

MeasurementshallbegivenonCmt.basis.

ItemNo.2 (a) Extra rate over item of excavation of earth for excavation of asphalt pavement /

upto0.20meterincludingdemolishingtheasphaltcarpet,metal,soiling/cuttingReinforcement

etc. comp.withstackingthematerialasdirected.(app.rate)

(b) 0.20meterto0.30meter(ByBreakerMachineincludingcostofoperator,fuel,&trans

portaion etccomplete.

(c) 0.30meter&above(ByBreakerMachineincludingcostofoperator,fuel,&trans

portaion etccomplete.

Extra rate for excavation of asphalt pavement of any thickness including demolishing

theasphalt carpet, metal, soiling etc. complete with stacking the materials as directed.

Theroad surface of asphalt shall carefully be opened to full width as directed by the

Engineerin charge Asphalt, popada's spouls, metals etc shall be separately deposited in

suchplaces as may be determined by the Engineer-in-charge. In case above materials

notbeing so deposited or being mixed up with the excavated materials will not be

forrefilling.Thecostofmaterialsshallbechargedfromthecontractor.Thedecisionofthe

C.E.shallbefinalandbindingtothecontractor.

Theratepersq.mt.inthisitemshallbepaidextraadditiontotherateforexcavationMode

ofmeasurement:Therate shallbefora unitofSmtBasis.

ItemNo. Refillingthepipelinetrenchedsincl.ramming,watering,consolodatingdesposalofsurplusstuf

3 fasdirectedwithin aradiusof3km.

Refillingthepipelinetrenchedsincl.ramming,watering,consolodatingdesposalofsurplusstuffasdirectedwithin

--do--withselectedsoilbroughtfromoutsideincludingalllead

Modeofmeasurement:-

TherateshallbeforaunitofCmtbasis

ItemNo. Providing & Supplying JCB Machine on rental basis in case of emergency situation

4 andbreak down type work & also during unavoidable condition as per

instructionof engg.incharge,rateincludesallnece.shifting,fueland operatingcharges

andstackingof useful & non-useful materials separately up to store. (No payment

shouldbe allowed for non working condition of machinery and for pipelineexcavation

The item is for supplying JCB on rent for various construction activities The rate includes

variousoperational cost such asoperating generater/electricity diesel,petrol, operater's salary, etccomp.

when machine is in working condition all precautions shall be taken by contractor to avoid theaccident.if

any accident occurs contractor shall be fully resonsible for that. the payment shall begiven on hour

basis.No payment shall be given for idle hour and no time shall be counted forcarrying

machinetositeandfromshiftingsitetosite.

thepaymentshallbegivenonhourbasis.

ItemNo. Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver

5 The item is for supplying Hiring of tractor with trolley various construction activities The rate includes

variousoperational cost such asoperating generater/electricity diesel,petrol, operater's salary, etccomp.

when machine is in working condition all precautions shall be taken by contractor to avoid theaccident.if

any accident occurs contractor shall be fully resonsible for that. the payment shall begiven on hour

basis.No payment shall be given for idle hour and no time shall be counted forcarrying

machinetositeandfromshiftingsitetosite.

Thepaymentshallbegivenon 8 hours working day basis.

ItemNo. Providing & Supplying Road Roller (8-10 ton) on rental basis in case of hand lying work

6 of Hot mix / cold mix material work during day/night for 8 Hrs. Shift, as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and operating charges etc. (No

payment should be allowed for non working condition of machinery)

Thepaymentshallbegivenon day basis.

Item No. Supplying Surace Vibrator / Plat compactor for compaction. The cost of Surace Vibrator

7 includes , driver, fuel charges etc. complete for day or night as directed by engineer in

Thepaymentshallbegivenon day basis.

Item No. Hiring of Three wheeler carrier (Chakado/Rixa) considering 10 Hrs. as working day

8 hours incl.Driver

Thepaymentshallbegivenon day basis.

Item No. Supplying electric breaker machine for RCC slab or asphalt demolishing work on site by

9 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)

Thepaymentshallbegivenon shift basis.

Item No. Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on

10 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)

Thepaymentshallbegivenon Hour basis.

ItemNo. Providing and operation dewatering Pump including fuel charges & operator Charges

11 etc.asdirected etc.comp. (ShiftforEightHour)(ForEachPumpSet)

Modeofmeasurements&payment:

TherateshallbeforaunitofShift

ItemNo. Supplying, labour for break down repairing work for activities like excavation, disliting,

12 removing debris from trench back filling etc. comp. as directed by Eng.in charge.

Mazdoor at day /Night

Makadam/ supervision at day / Night

Modeofmeasurements&payment:

TherateshallbeforaunitofNos

ItemNo. Providing&SupplyingHitachiMachine-110capacityonrentalbasisincaseofemergency

13 situation and break down type work & also during unavoidable condition asper

instruction of engg.incharge , rate includesall nece. shifting, fuel and operatingcharges

TheitemisforsupplyingMachinerentforvariousconstructionactivitiesTherateincludes various operational

cost such as operating generater/electricitydiesel,petrol, operater's salary,etc comp. when machine is in

working condition all precautions shall be taken by contractor

toavoidtheaccident.ifanyaccidentoccurscontractorshallbefullyresonsibleforthat.thepaymentshall be given

on hour basis.No payment shall be given for idle hour and no time shall becountedforcarryingmachineto

siteand from shiftingsitetosite.

thepaymentshallbegivenonhourbasis.

ItemNo. Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost

14 oftoand fro transportation, laying of the delivery hoses as required, lowering and

liftingthe pumps as and when required etc. complete. Set Do As Directed. (No

paymentshouldbeallowedfornonworking conditionofmachinery)

Modeofmeasurements&payment:

TherateshallbeforaunitofHP/Hr.

ItemNo. Conveyancecharge of earth ,lime,murrum, building rubbish, manual garbage,sludge

15 ,excavatedrock,flyash,aggregateofanykindetc.comp.Upto5.0Km.lead

Allthe surplusearthetc.shallbecarriedawayimmediatelyfromthesiteofworktoaplacewithin

5km.distanceorasdirectedandorderedbytheEngineer,soasnottocauseanyinconvenience to the public traffic

finding which in view of public safety and traffic convenience.The Corporation shall carry out the work

by any other agency at the contractor’s risk and cost. iftheinstructions arenotcomplied within7daysfrom

thedateoforder tocart the surplusmaterials and clear the site, the said work shall be carried out by the

Municipal Corporation attherisk

andcostofthecontractorandnoclaimordisputeshallbeentertainedinthisrespect.

If the filling in trenches after settlement of the earth filling in trenches is to be done andthe

sameshall becarriedoutby thecontractorwithout asking any extra rate. The contractorshall have to cart

the surplus earth after the trenches we will watered and refilled with the sand.The rate of carting

including carting of brick bats, metal, rubble vegetable and garbage, ifnecessarytoclearthe roadsurface.

Modeofmeasurement:-

TherateshallbeforaunitofCmtbasis

ItemNo. Providing, laying, spreading and compacting graded stone aggregate to wet mix

16 macadam specification including premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base

/ base course on well prepared surface and compacting with vibratory roller to achieve

the desired density as per Codal Provision.

This work shall consist of laying and compacting clean, crushed, graded

aggregate and granular material, premixed with water, toa dense mass on a

prepared sub-grade/sub- base/ base or existing pavement as the case may be in

accordance with therequirements of these Specifications. The material shall be

laid in one or more layers as necessary to lines, grades and cross-

sectionsshownon the approved drawingsorasdirected bytheEngineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less

than 75 mm. When vibrating or other approvedtypes of compacting equipment

are used, the compacteddepth of a single layer of the sub-base coursemay be

upto 200 mmwith the approval ofthe Engineer.

PhysicalRequirements

Coarseaggregatesshallbecrushedstone.Theaggregatesshallconformtothephysicalre

quirementssetforthinTable19-1.

Sevaliya/Timba/Ankodiyaspecialaggregateisonlyacceptable.

Ifthewaterabsorptionvalueofthecoarseaggregateisgreaterthan2percent,thesoundnes

stestshallbecarriedoutonthematerialdeliveredto site asperIS:2386 (Part-5).

1:PhysicalRequirementsofCoarseAggregatesforWetMixMacadamforSu

b-base/BaseCourses

S.No. Test TestMethod Requirements

1. LosAngeles IS:2386(Part-4) 40percent(Max.)

ueorAggreg IS:2386(Part- 30percent(Max.)

ateImpact 4)orIS:5640

2. CombinedFlakinessandElong IS:2386(Part-1) 35percent(Max.)*

ationindices(To

* To determine this combined proportion, the flaky stone from a representative sample should first beseparated out.

Flakiness index is weight of flakystone metal divided by weight of stone sample. Only the elongated particles be

separated out from the remaining (non-flaky) stone metal. Elongation index

isweightofelongatedparticlesdividedbytotalnon-

flakyparticles.Thevaluesofflakinessindexandelongationindexsofoundareaddedup

GradingRequirements

Theaggregatesshallconformtotheg

radinggiveninTable19-2.

Table19-2:GradingRequirementsofAggregatesforWetMixMacadam

ISSieveDesignation PercentbyweightpassingtheISSieve

Materialfinerthan425 micronshallhavePlasticityIndex(PI)notexceeding6.

The final gradation approved within these limits shall be graded from coarse to

fine and shall not vary from the low limit on onesievetothehighlimit

ontheadjacentsieve orviceversa.

The surface of the sub-grade/sub-base/base toreceive the Wetmixmacadam

courseshall be preparedtothe specifiedgradeand camber and cleaned of dust, dirt

and other extraneous material. Any ruts or soft yielding places shall be corrected

in anapproved manner and rolleduntil firmsurface isobtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged

area including depressions and potholes shallbe repaired and made good with the

suitable material. The existing surface shall be scarified and re-shaped to the

required gradeand camberbeforespreadingthe coarseaggregate

forWetmixmacadam.

PreparationofMix

WetMixMacadamshouldbepreparedinanapprovedmixingplantofsuitablecapacityh

avingprovisionforcontrolledadditionof water and forced/positive mixing

arrangement like pugmill or pan type mixer of concrete batching plant.For small

quantity ofwet mixwork,theEngineermay permitthemixingtobedone in concrete

Quantityof watershouldnotvaryfrom OMC determinedas perIS :

(partVIII)bymore thanagreedlimit.The mixedmaterialshould be uniformly

wetand nosegregation should be permitted.

Immediately after mixing, the aggregates shall be spread uniformly and evenly

upon the prepared subgrade/sub-base/base inrequired quantities. In no case

should these be dumped in heaps directly on the area where these are to be laid

nor shall theirhaulingover a partlycompleted stretchbe permitted.

The mix may be spread either by a paver finisher or motor grader or as per

instruction of Engineer-in-Charge and/or hisauthorized representative. For

portions where mechanical means cannot be used, manual means as approved by

the Engineershall be used.The motor grader shall be capable of spreading the

material uniformly all over the surface. Its blade shall

havehydrauliccontrolsuitableforinitialadjustmentsandmaintainingthesame soasto

achievethespecifiedslopeand grade.

Thepaver finishershallbeself-propelled,havingthefollowingfeatures:

(i) Loadinghoppersandsuitabledistributionmechanism

screedshallhavetampingandvibratingarrangementforinitialcompactiontothelayerasitisspreadwitho

utruttingorotherwisemarringthe surface profile.

(iii) Thepavershallbeequippedwithnecessarycontrol mechanismsoas

toensurethatthefinishedsurfaceisfreefrom surfaceblemishes.

The surface of the aggregate shall be carefullycheckedwithtemplates andall high

or low sports remediedbyremoving oradding aggregate as may be required. The

layer may be tested by depth blocks during construction. No segregation of layer

andfineparticlesshouldbeallowed.Theaggregatesasspreadshouldbeofuniformgrad

ationwithnopocketsoffinematerials.

Afterthemixhasbeenlaidtotherequiredthickness,gradeandcrossfall/camberthesames

hallbeuniformlycompacted,tothefulldepthwithsuitableroller.Ifthethicknessofsingle

compactedlayerdoesnotexceed100mm,smoothwheelrollerof80to

100 kN weight may be used. For a compacted single layer upto 200 mm, the

compaction shall be done with the help of vibratoryrollerofminimum

staticweightof80to100kNorequivalentcapacityroller.Thespeedoftherollershallnot

In portions having unidirectional cross fall/superelevation, rolling shall

commence from the lower edge and progress graduallytowards the upper edge.

Thereafter, roller should progress parallel to the centre line of the road,

uniformly over-lapping eachpreceding trackbyatleastone thirdwidthuntil

theentire surfacehas beenrolled.Alternate trips of the rollershallbeterminated

instopsatleast 1m 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 beenfirmly compacted. The roller

shall then progress gradually towards the centre parallel to the centre line of the

road uniformlyoverlappingeach oftheprecedingtrack by at least one-third width

untiltheentiresurfacehasbeen rolled.

Any displacement occurring as a result of reversing of the direction of a roller or

from any other cause shall be corrected at onceasspecifiedand/or

removedandmade good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture

shall be thoroughly compacted with mechanicaltampers or a plate compactor.

Skin patching of an area without scarifying the surface to permit proper bonding

of the addedmaterialshall notbepermitted.

Rolling should not be done when the subgrade is soft or yielding or when it

causes a wave-like motion in the sub-base/basecourse or subgrade. If

irregularities develop during rolling which exceed 12 mm when tested with a

metre straight edge, thesurface should be loosened and premixed material added

or removed as required before rolling again so as to achieve a

uniformsurfaceconformingtothedesiredgradeandcrossfall.Innocaseshouldtheuseo

funmixedmaterialbepermittedtomakeupthe depressions.Rolling shall be

continued till the density achieved is at least 98 per cent of the maximum dry

density for thematerialasdetermined by the method outlinedin IS :2720(Part-8).

Aftercompletion,thesurfaceofanyfinishedlayershallbewell-

closed,freefrommovementundercompactionequipmentorany compaction planes,

ridges, cracks and loose material. All loose, segregated or otherwise defective

areas shall be made goodto the fullthicknessofthelayer andrecompacted.

Settinganddrying:

Afterfinalcompactionofwet

mixmacadamcourse,theroadshallbeallowedtodryfor24hours.

OpeningtoTraffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet

mix macadam surface till it has dried and thewearingcourse laid.

ThesurfacefinishofconstructionshallconformtotherequirementsofClauseinItemNo.

Qualitycontrol:

ControlonthequalityofmaterialsandworksshallbeexercisedbytheEngineerasperTabl

3:TestandFrequencyforMaterialsforWetMixMacadam

Type Test Frequency ISCode

ofConstr (Asper CircularNo.66)

Wet Gradation Onetestper200Cu.m. IS:2386,Part-I-1963

MixMac AggregateImpactValue Onetestper1000Cu.m. IS:2386,Part-IV

Combined Flakiness Onetestper500Cu.m. IS:2386,Part-I

andElongationIndices

Atterberg Limits of portion Onetestper200Cu.m. IS:2720,Part-V

ofaggregatespassing

Densityofcompactedlayer Onesetofthreetestsper IS:2720,Part-VIII

RectificationofSurfaceIrregularity

Where the surface irregularity of the wet mix macadam course exceeds the

permissible tolerances or where the course isotherwise defective due to subgrade

soil getting mixed with the aggregates, the full thickness of the layer shall be

scarified overthe affected area, reshaped with added premixed material or

removed and replaced with fresh premixed material as applicableand

recompacted. The area treated in the aforesaid manner shall not be less than 5 m

long and 2 m wide. In no case shalldepressionsbefilledup withunmixed

andungraded materialor fines.

ArrangementforTraffic

Duringtheperiodofconstruction,arrangementsforthetrafficshallbeprovided.TheCo

ntractorshalltakeallnecessarymeasures for the safety of traffic during

construction and provide, erect and maintain such barricades, including signs,

marking,flags, lightsand flagmenasper instruction oftheEngineer-in-charge.

MeasurementsforPayment

Therateshallbe foraunit ofonecubic meter.

Item Providing and laying in position Ready Mixed M-200 grade concrete for reinforced

No.18 cement conctere work , using cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to siteof 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:

to accelerate/ retard setting of concrete, improve workability withoutimpairing 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)

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement

conctere work, using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work intransit mixer for a lead up to

kms having continuous agitated mixer, manufactured as per mix design of specified grade

for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site

of laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting

of concrete, improve work ability without impairing strength and durability as per direction of

theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456 shall be

maintained) (Cement level 400 kg )

Mode of Measurement shall be on cubic meter basis.

Item Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone

No.19 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and Laying ordinary cement concrete 1:2:4 (1-Cement 2-coarsesand: 4-graded

stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete

including the cost of form work but excluding the cost of reinforsement for R.C.C work in (iv)

Slabs having more than 13 cm and upto 15 cm.thickness

Mode of Measurement shall be on cubic meter basis.

Item Cement Concrete Pavement (Construction of M40 grade un-reinforced, dowel jointed at

No.20 construction joint, plain cement concrete pavement over a prepared sub base with

grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved

mix design, transported to site, laid with a fixed form or slip form paver, spread,

compacted and finished in a continuous operation including providing of construction

joints, separation membrane (where DLC is done), admixtures, tie bar, fibre mesh, curing

compound, finishing to lines and grades as per drawing.The White topping without fibre

mesh shall not be accepted.

Item doesnot includes cost of dowel bars, fibre mesh (PSFR) & cost of groove cutting &

filling. It should be paid seperately.

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on cubic meter basis.

Item Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring by

No.21 drilling holes in foundation strata including necessary bending, hooking of dowel bars

and grouting the holes complete as per detailed drawing and as directed.

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on Running meter basis.

Item Providing groove cutting for width of 5mm - 8mm and 1/3 depth of RCC surface including

No.22 cost of cutting machine , Generators, Blades, Coolant, etc., including filling of groove by

approved filler, cleaning of groove. Item includes cost of conveyance of all material,

labour, machineries also includes all lead & lift charges, all incidental charges as per

instructed by engineer in charge. (Groove cutting & filling should be done in size of 1mt x

1mt or 0.8mt x0.8mt. at the depth of 1/3 of total thickness in white topping work as

instructed by EIC.)

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on Running meter basis.

Item Providing groove cutting for width of 4mm - 6mm and 10mm-250mm depth of

No.23 Bituminous/ RCC surface including cost of cutting machine , Generators, Blades,

Coolant, etc., including cleaning of groove. Item excludes cost of groove filler. Item

includes cost of conveyance of all material, labour, machineries also includes all lead &

lift charges, all incidental charges as per instructed by engineer in charge. (Groove

cutting should be done in size of 1mt x 1mt or 0.8mt x0.8mt. at the depth of 1/3 of total

thickness in white topping work as instructed by EIC.)

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on Running meter basis.

Item Dry Lean Cement Concrete M-15 Sub- base (Construction of dry lean cement concrete

No.24 Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS:

383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content

not to be less than 150 kg/ cum, optimum moisture content to be determined during trial

length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid with a paver with electronic sensor, compacting

with 8-10 tonnes vibratory roller, finishing and curing.)

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on cubic meter basis.

Item Dry Lean Cement Concrete M-15 Sub- base (Construction of dry lean cement concrete

No.25 Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS:

383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content

not to be less than 150 kg/ cum, optimum moisture content to be determined during trial

length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid with a paver with electronic sensor, compacting

with 8-10 tonnes vibratory roller, finishing and curing.)

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on Kg. basis.

Item Plain cement concrete M 20 grade complete as per drawing and technical specifications.

No.26 The rate is inclusive of all materials, equipments, curing with all lead and lift (Using

concrete mixer).

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on cubic meter basis.

Item Plain cement concrete M 25 grade complete as per drawing and technical specifications.

No.27 The rate is inclusive of all materials, equipments, curing with all lead and lift (Using

concrete mixer).

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on cubic meter basis

Item Plain cement concrete M 30 grade complete as per drawing and technical specifications.

No.28 The rate is inclusive of all materials, equipments, curing with all lead and lift (Using

concrete mixer).

Work Done As per Coadal Provision With Safety Measures

Mode of Measurement shall be on cubic meter basis

Item Supply and Installation of Treeguard TG 2 of size 800*800*75 mm thick in set of 4, with an

No.29 internal diameter of 500mm in shotblasted finish of VYARA make or equivalent,

approved by the engineer - incharge. (Approved Rate)

Mode of Measurement shall be on No. basis

Item Pre cast concrete kerb Providing & fixing M25 grade of concrete precast exposed/ fare

No.30 finish / texture finish kerb stones of approved make as per approved sample of any size

and any shape. Kerbs shall be fixed on the foundation prepared as per approved design.

The rate shall also include for erecting and fixing the pieces in position for complete Kerb

systems with Half Batter Profile type of kerbs including necessary accessories of kerb

like radius kerb, Angles and Quadrant Kerbs, droplet kerb, etc complete as per drawing.

Kerbs shall be fixed as paper joint without any jointing material. However cement mortar

shall be provided at the backside of kerb stone joint. (Sample must be approved). Cost of

Excavation, cutting, base, side filling shall includes as directed engineer - incharge. (Size

of kerb is 600mmx375mmx150mm). Make VYARA or Equivalent

Mode of Measurement shall be on Running meter basis

Item Pre cast concrete kerb Providing & fixing M25 grade of concrete precast exposed/ fare

No.31 finish / texture finish kerb stones of approved make as per approved sample of any size

and any shape. Kerbs shall be fixed on the foundation prepared as per approved design.

The rate shall also include for erecting and fixing the pieces in position for complete Kerb

systems with Half Batter Profile type of kerbs including necessary accessories of kerb

like radius kerb, Angles and Quadrant Kerbs, droplet kerb, etc complete as per drawing.

Kerbs shall be fixed as paper joint without any jointing material. However cement mortar

shall be provided at the backside of kerb stone joint. (Sample must be approved). Cost of

Excavation, cutting, base, side filling shall includes as directed engineer - incharge. (Size

of kerb is 600mmx450mmx150mm). Make VYARA or Equivalent

Mode of Measurement shall be on Running meter basis

Item Paver Block providing and laying, Dished Channel specified thickness, size, grade of

No.32 concrete and colour machine made and blasting by automatic shot blasting machine and

high density as per approved sample of approved make for suite drain besides parking

area and other areas as mentioned in drawing. Including providing and laying 50mm thick

average bedding layer of coarse sand below dished channel as per required grading and

specification. Laid dished channel shall be mechanically compacted. The work of the

dished channel shall be executed in line and level by skilled mason. Small size of dished

channel with same specification shall be used at residue or at the end. If cutting of

dished channel shall be required, than cut by machine only and laying to be done by

skilled flooring mason. Actual laid area shall be measured and paid without any wastage.

(A) 600mm X 300mm X 100mm thick M-25 grade grey dished curved channel. Make

VYARA or Equivalent

Mode of Measurement shall be on Running meter basis

Item Providing and laying shot blasted non interlocking, paver blocks 60mm thick M-35 grade

No.33 of specified thickness, size grade of concrete and colour machine made and blasting by

automatic shot blasting machine and high density of as per approved sample of

approved make for footpath, parking area, service lanes, cross over and other areas as

mentioned in the drawing, including providing and laying 50 to 80mm thick average

bedding layer of coarse sand below paver block as per required grading and

specification. Laid paver block shall be mechanically compacted. The work of the paving

blocks shall be executed in line and level by skilled mason of flooring work only. Small

size of paver block with same specifications shall be used at residu or at end. It should

be laid in such a way that the no cutting of the paver block to be necessary. If cutting of

paver block shall be required, than cut by machine only and laying to be done by skilled

flooring mason. The finished surface of the paver block shall have coarse sand texture

finish. Paver blocks shall be compacted and shall be relaid if necessary. Actual laid area

shall be measured and paid without any wastage. A) 60mm thick M-35 grade Paver block

of size 200mm x 200mm. Make Vyara or Equivalent.

Mode of Measurement shall be on Smt. basis

ItemN Constructing Slab type M.H. Chamber of the following size including excavation,

o.34 refilling,brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

thickness10 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 35cm staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M.,

includingCantering & reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but

excludingthecostofManholeseatcoveretc..completed.ofSize1.00X1.40meter(InsideClear,

M.H.lengthshouldbeparalleltotheflow,forpipedia<=800mm)

1) 1.00to2.00meterdepth,(SlabatGroundlevel)

2) 2.00to3.00meterdepth,(Slabatbelow0.6mt.FromG.L.)

3) :ThisbedoneasspecificationinItem No.1,

(b) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsissuffic

entlycoatedwithmortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20kms. in

thickness and be well and quickly rammend with heavy rammers, until mortarcreams up to surface.

The surface must be kept damp during and after consolidation & inlaying consecutive layer the

lower coars should be well watered & mode lough be for thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D. hand

book No.2 The brick shall be wellburnt and free from any defects shall be gotapprovedbytheEnginurin

chargebefore theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specificationscement

mortar for the brick work shall be one parts of cement to six part of sand every brick wellsoaked in water

is required to be ladi in joints of cement mortar the thickness of which shall notexceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according toplan

working to the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying cement

mortar shall be prepared in special iron pans and mixed in quantites as

requiredusingmeasursboxesforsandandcementbagof1.25cft.or1cft.asmeasuredthecasemay

be all materials shall be stacked on the site as not to obstruct tra fic in any way the masonaryshould be

constructed in proper workmanship like manner with joints plunb etc. to conform withgeneral

specification No.45 P.W.D hand book. The face work should be neatly finished.

Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts ofcement 2 parts

of sand 4 part of aggregates of black trap metalof other approved material ofsizesfrom

0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general instructions.The rate

includes all necessary materuals mixing laying and remain and watering the exposedfaces tobe finished

with neat cement as per instruction the channel shall be half round and asper drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of thechannel.

(e) Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts ofsand in

uniform thickness with surfaces truely in plumb. The work in general shall comply withgeneral specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cementplaster.

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water drains,

Bends and junctions in the sewer/drain shall be grouped together inmanhole as far as possoble. The

maximum distance between inspection chambers shall beabout 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.Theminimumi

nternalsizesofmanhole/inspectionchambershallbe aspertherespective item of work. The

manhole/inspection chambershall be constructed as

perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstructedin

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).The

channel shall be semicircular in the bottom half and of diameter equal to the sewer/drain.Above the

horizontal diameter, the sides shall be extended vertically to the same level as thecrown of the outgoing

pipe and the top edge shall be suitable rounded off. The branch channelsshall also be similarly

constructed with respect to the benching out at their junction with the mainchannel as appropriate fall

suitable rounded off in the direction of flow in the main channel

shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambersover

mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall be

450 mm below the manhole/ inspection chamber cover and the lowest not more than300 mm above the

benching. The manhole/inspection chamber frame and cover shall be of castiron of specified weight and

shall conform to the requirements given in IS:1726. The covers andframes shall be cleanly cast and they

shall be free from air and sand holes and from clod shuts.They shall be neatly dressed and carefully

trimmed. All castings shall be free from voids

whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignonthe top

surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner. Thecovershallbegastight and

water tight. The size of covers specified shall be considered as the clear

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition. The

coating shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover shall be firmly

embeded to correct alignment and level in cement concrete on thetop of the masonry. The item shall be

executed as per the detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirectedbyengine

erinchargeorAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenumberbasis.

ItemN Constructing Slab type M.H. Chamber of the following size including excavation,

o.35 refilling,brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

thickness10 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 35cm staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M.,

includingCantering & reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but

excludingthecostofManholeseatcoveretc..completed.ofSize1.00X1.40meter(InsideClear,

M.H.lengthshouldbeparalleltotheflow,forpipedia<=800mm)

4) 1.00to2.00meterdepth,(SlabatGroundlevel)

5) 2.00to3.00meterdepth,(Slabatbelow0.6mt.FromG.L.)

6) 3.00to4.00meterdepth,(Slabatbelow1.00mt.FromG.L.)

7) 5.00to6.00meterdepth,(Slabatbelow1.00mt.FromG.L.)

8) 7.00to8.00meterdepth,(Slabatbelow1.00mt.FromG.L.)(a)E

xcavation:ThisbedoneasspecificationinItem No.1,

(d) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsissuffic

entlycoatedwithmortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding 20kms. in

thickness and be well and quickly rammend with heavy rammers, until mortarcreams up to surface.

The surface must be kept damp during and after consolidation & inlaying consecutive layer the

lower coars should be well watered & mode lough be for thenextisplaced.

(e) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D. hand

book No.2 The brick shall be wellburnt and free from any defects shall be gotapprovedbytheEnginurin

chargebefore theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book specificationscement

mortar for the brick work shall be one parts of cement to six part of sand every brick wellsoaked in water

is required to be ladi in joints of cement mortar the thickness of which shall notexceed paints of 1.25 cm

If after removal of centering any open joints are founed these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according toplan

working to the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying cement

mortar shall be prepared in special iron pans and mixed in quantites as

requiredusingmeasursboxesforsandandcementbagof1.25cft.or1cft.asmeasuredthecasemay

be all materials shall be stacked on the site as not to obstruct tra fic in any way the masonaryshould be

constructed in proper workmanship like manner with joints plunb etc. to conform withgeneral

specification No.45 P.W.D hand book. The face work should be neatly finished.

Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(f) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts ofcement 2 parts

of sand 4 part of aggregates of black trap metalof other approved material ofsizesfrom

0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general instructions.The rate

includes all necessary materuals mixing laying and remain and watering the exposedfaces tobe finished

with neat cement as per instruction the channel shall be half round and asper drawing & instruction of

Engineer in charge. proper bunching shall be provided at both of thechannel.

(g) Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts ofsand in

uniform thickness with surfaces truely in plumb. The work in general shall comply withgeneral specifi

cations for )plaster no.64.P.W.D. hand book plastered surface shall kept damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with cementplaster.

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water drains,

Bends and junctions in the sewer/drain shall be grouped together inmanhole as far as possoble. The

maximum distance between inspection chambers shall beabout 25 meters. Where the diameter of

sewer/drain is increased, the soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.Theminimumi

nternalsizesofmanhole/inspectionchambershallbe aspertherespective item of work. The

manhole/inspection chambershall be constructed as

perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstructedin

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M. (1:3).The

channel shall be semicircular in the bottom half and of diameter equal to the sewer/drain.Above the

horizontal diameter, the sides shall be extended vertically to the same level as thecrown of the outgoing

pipe and the top edge shall be suitable rounded off. The branch channelsshall also be similarly

constructed with respect to the benching out at their junction with the mainchannel as appropriate fall

suitable rounded off in the direction of flow in the main channel

shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection chambersover

mtr in depth and shall be of cast iron conforming to IS:5455. These rungs shall be

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall be

450 mm below the manhole/ inspection chamber cover and the lowest not more than300 mm above the

benching. The manhole/inspection chamber frame and cover shall be of castiron of specified weight and

shall conform to the requirements given in IS:1726. The covers andframes shall be cleanly cast and they

shall be free from air and sand holes and from clod shuts.They shall be neatly dressed and carefully

trimmed. All castings shall be free from voids

whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignonthe top

surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner. Thecovershallbegastight and

water tight. The size of covers specified shall be considered as the clear

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition. The

coating shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover shall be firmly

embeded to correct alignment and level in cement concrete on thetop of the masonry. The item shall be

executed as per the detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirectedbyengine

erinchargeorAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenum

Item Repairing damaged M.H. incl. removing damaged brick and repairing by masonry in

No.36 C.M.1:5andplasterinC.M.1:3andfixingC.I.stepsandM.H.andcartingthesameasdirected.A)…

B) ………………do .........................Upto0.35mt.(@Fourcoarse)

C)………………do…………………Upto0.65mt.(@Sevencoarse)D)

RepairingdamagedI.C./Raisinremovingdamagedbrickworkandrepairingbybrickmason

ry in C.M. 1:5 and plasterinC.M.1:3andfixingC.I. steps and existingchamber sheet

cover,removing the debris from chamber andcartingthesameasdirected.

Required level shall be achieved in brick work as specified including plaster, the thickness ofjoints shall

not exceed 10 mm (3/9”). In no case the frame shall be supported by chips or brokenbrickorasphaltmix.

All frame of manholes, and chambers etc. shall be kept flush with the general surface ofan

asphalt road/concrete pavement. The frame shall be bedded in cement mortar on the

brickworkwithsplayedfillerall around.

Water:Gullyframesbeingontheedgeofroadshallbefixedtothecorrectroadlevelatitsupperendandtheslopeshou

ldbesuchitmustbeabout(12mm)(1/2”)lowerthanwatertable.

A concrete pavement should be case around the frames and covers of man-holes,chambersetc.

incaseof asphlaticroad.

The space around circular frame and covers shall be fully paved with c.c. (1:2:4) asspecified

and directed. The pavement shall be at least 8 mm (3”) wider than the outer most edgeof the circular

frame no pavement will be made of this pavement under the item of cementconcrete.

The space to be paved around hydrant or sluice boxes shall be 1.6 m x 1.5 m (5’ x 5’) inexternal

measurement and in case if gas siphon or chamber 91 cm x 61 cm (3’ x 2’) the

longerdimensionbeingalongthedirectionofthemain.

In case of rectangular frame cover it shall paved as directed by Engineer with 1:2:4 C.C.No

payment will be made for the pavement should be at least 8 cm (3”) wider than the

outermostedgeoftheframe.

After removing the top portion of the manholes, the proper brick masonry layer with c.m.(1:4)

should be constructed for proper bondage with old masonry and 8 cms thick PCC work(1:2:4) should be

laid on the top of brick layer an up to the bottom of the seat. After fixing

theseatthemanholeshouldbeproperlyleveledwithroadlevel.

Filling with cement concrete the spaces around the manholes, chambers, etc. shall

becleanwithin48hoursofconcretingday.

M/SshallbegivenonNobasis.

Item Raising of Existing manhole item includes,cutting of existing road surround by

No.37 Manholeby diamond cutter machine dismantling of road in confined area by breaker

andcartingofdismantalmaterial.itemalsoincludednecessareybrickworktoraisethemanhole

at road level in CM 1:3 item also included fixing of Manhole frame at exact roadlevel by

using MaserEmaco S 488 trowable fibre reinforced thixotropic repair mortalmaterial

Laying of concrete made form Master Emaco 5 346 flowable micro concretematerial in

desired thickness and laying of hot bitumanous material in Upper layer andcompaction

of hot bitumanious material by palte compactor machine .Rate also

includednecessaryplasteratinsideofmanholeinCM1:3in20MMthicknessonraisedbrickwor

Raising of Existing manhole item includes,cutting of existing road surround by Manholeby

diamond cutter machine dismantling of road in confined area by breaker machine and

cartingofdismantalmaterial.itemalsoincludednecessareybrickworktoraisethemanholeatroadlevelinCM1:3i

temalsoincludedfixingofManholeframeatexactroadlevelbyusingMaserEmacoS488 trowable fibre

reinforced thixotropic repair mortal material Laying of concrete made formMaster Emaco 5 346 flowable

micro concrete material in desired thickness and laying of

hotbitumanousmaterialinUpperlayerandcompactionofhotbitumaniousmaterialbypaltecompactor machine

.Rate also included necessary plaster at inside of manhole in CM 1:3 in

20MMthicknessonraisedbrickwork.

Measurementsshallbegivenonno.basis.

ItemNo. Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

Work done as per Site Engineer Incharge Instruction

Measurementsshallbegivenonno.basis.

ItemNo. Suppling cast iron manhole frame of any Size.

Measurementsshallbegivenonno.basis.

ItemNo. Carting and Fixing M.H. Chamber or Catchpite Seat and Cover in line and level to match

40 exisisting road level in CC 1:2:4 and finishing smooth, watering and protecting for 7 days

etc. complete as directed. M.H. seat cover will be supplied by A.M.C.(from any store)

Measurementsshallbegivenonno.basis.

temNo. Barricading the entire break down or excavated area on rental basis using wooden ballies

41 / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out

side to avoid accident & for smooth traffic diversion & 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)

Measurementsshallbegivenon Rmt.basis.

temNo. Barricading the entire break down or excavated area on rental basis using wooden ballies

42 / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out

side to avoid accident & for smooth traffic diversion & 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)

Measurementsshallbegivenon No..basis.

temNo. CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc.

43 comp. As directed by engineer in charge.

Measurementsshallbegivenon No..basis.

ItemNo. Construction of granular Sub base using crusher run, spreading in uniform

4 layers with motor grader on prepared surface mixing by mix in place method with front

end loader at OMC and compacting with vibratory roller to achieve the desired density,

complete as per tender specification. For all grade. RA-3

Modeofmeasurements&payment:

Therateshallbefor aunitof Cmt

ItemNo. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

5 specification including premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base

course on well prepared surface and compacting with vibratory roller to achieve the

desired density as per Codal Provision.

Modeofmeasurements&payment:

Therateshallbefor aunitof Cmt

Important Note:-

As well as Considered Item Specifications as Per

Item Given, not by serial number

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

Contractor signature Additional City Engineer

Contractor signature Additional City Engineer

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.

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

to follow other govt.rules.

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

entertain regarding QUANTITIES.

* 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.

 Schedule of Maintenance Works:-

On Daily Basis:- Required supervision for Different Municipal

School & Anganwadi & Ren Basera

On Weekly Basis:- Required Supervision for Different Municipal

Garden,Municipal Party Plots,Auditorium.

For Every 15 Days:- Required Supervision for Different

Municipal Plots, Hospitals,Library,City Civic Center,Sub zonal

office & Other Municipal Properties/Buildings.

Scope of Work: Schedule of Maintenance for Civil Works

The Contractor shall be responsible for the comprehensive repair and maintenance of

all civil works within the specified premises/site to ensure that all installations are kept

in good, safe, and trouble-free operating conditions at all times. The maintenance

scope includes both planned preventive maintenance (PPM) and attending to day-to-

day repairs/breakdowns (reactive maintenance).

1. Description of Works Covered

The civil works covered under this contract include, but are not limited to, the

following assets:

 Building Fabric: Internal and external walls, plastering, painting, and finishes.

 Structural Elements: Foundations, columns, beams, roofs, and all associated

structural steel or concrete work.

 Flooring & Carpentry: All types of flooring, false ceilings, doors, windows,

ventilators, and associated hardware.

 Plumbing & Sanitary: Water supply lines, drainage systems, sanitary fixtures,

gully traps, manholes, and sewage disposal systems.

 External Works: Internal roads, footpaths, storm water drainage, fencing, and

boundary walls.

 Specialized Areas: Waterproofing of terraces/toilets/basements, horticulture

works, and any other incidental civil works.

2. Schedule of Maintenance

The contractor shall develop and submit a detailed Annual Maintenance Plan (AMP)

and program of work for approval by the Engineer-in-Charge prior to starting work.

This plan must detail the frequency and specific tasks for each item.

2.1. Preventive Maintenance (PPM)

PPM tasks shall be carried out at specified frequencies to prevent equipment failure

and reduce reactive maintenance needs.

Frequency Typical Tasks (Examples)

Monthly/Fortnightly * General inspection of all civil assets. * Checking for leakages in plumbing

lines and sanitary fixtures. * Attending minor blockages of drain pipes and

gully traps. * Ensuring smooth operation of doors and windows, including

lubrication of hinges/locks.

Quarterly * Detailed inspection of structural elements for cracks/defects. * Testing all

drainage systems for proper flow. * Checking and minor repairs of all flooring

and false ceilings. * Repainting minor patched-up areas in walls/ceilings.

Bi-Annual/Annual * Thorough cleaning of overhead/underground water tanks. * Detailed

inspection of roofing and waterproofing membranes. * External painting and

maintenance of the building exterior and external works.

2.2. Breakdown / Reactive Maintenance

The Contractor shall attend to all breakdowns and repair requests promptly to ensure

minimal downtime of facilities.

 Emergency Calls (e.g., major water burst, structural damage): Response

time shall be a maximum of [ e.g., 2 hours] from reporting the incident, with

rectification starting immediately.

 Normal Calls (e.g., minor leaks, door repair): Response time shall be a

maximum of [e.g., 24 hours].

3. Contractor's Obligations and Deliverables

 Manpower and Equipment: The Contractor shall provide all necessary

materials, equipment, tools and tackles, supervision, and skilled labor required for the

execution and maintenance of the work.

 Documentation: The contractor shall maintain detailed logbooks of all

maintenance activities (PPM and breakdowns), test reports, and usage of materials,

to be verified and signed by the Engineer-in-Charge's representative.

 Materials: All materials used for repairs and maintenance must be of approved

quality and make, as specified in the Bill of Quantities (BOQ) or directed by the

Engineer-in-Charge.

 Safety: The agency must ensure all safety precautions and adhere to relevant

safety rules and regulations during the execution of work.

 Reporting: The contractor shall submit monthly/quarterly maintenance reports

to the Client/Consultants.

The following items are generally excluded from the scope of routine maintenance

(unless specified otherwise in the BOQ):

 Major capital works or new construction projects.

 Replacement of major capital equipment beyond normal wear and tear (e.g.,

full lift replacement vs. motor repair).

 Repairs for damages caused by natural calamities or third-party actions not

covered by the contract terms.

Skilled personnel

 Supervisor/Foreman: Oversees work and ensures quality and safety.

 Masons: For brickwork, plastering, and other masonry tasks.

 Carpenters: For repairing and installing doors, windows, and other wooden

 Plumbers: For repairing drainage, water supply, and sanitary systems.

 Pump Operators: If the work involves pumps.

 Other skilled trades: May include electricians or other technicians depending

on the specific maintenance needs.

Unskilled personnel

 Beldars/Helpers: Assist skilled workers with various tasks.

 Laborers: For general tasks like material handling, site cleanup, and other

 Sewermen: Specialized personnel for sewer-related maintenance.

 Clerical staff: A clerical person may be needed for office work related to the

Important considerations

 Project-specific assessment: The exact number of people needed will

depend on the specific tasks, such as repairing garages, drains, or roads.

 Skilled vs. unskilled ratio: The ratio of skilled to unskilled labor should be

adjusted based on the project's needs. For example, a plumbing repair will require

more plumbers than unskilled labor, while a general cleanup will require more

unskilled labor.

 Tools and equipment: Contractors are typically responsible for providing their

own tools and equipment.

 Safety and compliance: Manpower deployment must comply with safety

regulations and labor laws, including timely payment of wages and benefits.

For all of the above Works Required Manpower As below:-

Mason/Plumber/Carpenter:- 1 No’s of Skilled 2 No’s of Unskilled Labour

with all tools and equipments & Materials to be supplied at site within

days, for different Maintenance work as an when required. The Work

should be started within 24 Hours and to be complete on same day as an

when required for the said work as per Instructions of Engineer in Charge.

For Flooring Work:- 01 Mason (Skilled ) & 02 No’s of Unskilled Labour for

Every 10 Smt Area & For Above That Same Formula will be applied. With

all tools and equipments & Materials to be supplied at site within 3 days.

For Colour Work:- For Every 50 Smt Area 1 Painter with 1 Helper

Required for different coats upto to the final coat & Vice Versa for Above

Area same formula will be applied. With all tools and equipments &

Materials to be supplied at site within 5 days.

For Different Fabrication/Alumnium/New Wooden Work:- For

Construction of New Shed or Grill work or different Fabrication work as an

when required. The Manpower Required for this will be 2 nos of

Fabricators ( Skilled ) and 2 Nos of Helper ( Skilled ) For necessary

Fabrication of new or repairing work with all tools and equipments upto the

area of 50 Smt. The Given Task Should be Started within 3 Days or as as

per Instructions of Engineer In Charge.

For All of the above activites Necessary Bond should be given by contractor

Before Starting of the work, Failing to the above so will be solely

responsilbility of contractor and will be Put up for Debar as per Ahmedabd

Municipal Corporation circular & Norms.

Bond To Be Given as Below on Letter Head of Contractor After Allotment

of Work Order:-

Additional City Engineer

West Zone-Engineering Department.

Subject: - Regarding schedule of Maintenance of Works as Per Tender

Clause and scope of works as per BOQ Tender Items.

With Reference to the above subject for the entire Schedule of

Maintenance work, we bind to agree to the above all of the activities in

given time format with necessary manpower with all necessary Equipments

and Materials. Failing to the Above Scope Will be solely Responsible of Our

Firm, and necessary actions if taken by AMC for Debar As Per AMC

Circular No. 74 Dated:- 15.10.25 of our firm for not completion of work,

will be solely responsible By our firm.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP Mobile No.:- (West Zone)

Sr. DepartmentCategory Problem SLA Penalty per one

1 EngineeringRoad Pot holes on the Road 24 Hours

2 EngineeringRoad Patch work Relaying ofa portion

3 EngineeringRoad Deep Pit - Large settlement48ofHours

4 EngineeringRoad Removal of waste-Dust Lying72onHours

both side of the road after re

5 EngineeringRoad Footpath Repairing Required 168 Hours

6 EngineeringDrainage Raising the Manhole Cover168 & Hours

Catch Pit Up To the Road Level

7 EngineeringDrainage Lowering the Manhole cover168

Catch pit - Eng

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP Mobile No.:- (West Zone)