Doing Havy Patchwork on Diff. Required Excavated And Erosion Portion Of TP Road 2026-27 In Bopal Ghuma SWZ

*Special condition of contract for Item_(Providing and laying of interlocking grey paver blocks

unishape of high density 60 mm thick...)mentioned in Technical volume.

● Successful bidder of this tender shall have to purchase 50% of total quantity of paver block from

Amdavad Enviro Projects Pvt. Ltd. The paver blocks shall be as per tender BOQ & tender specifications.

Payment of such 50% Quantity shall be made to Amdabad Enviro Projects Pvt.Ltd. directly by the

successful bidder on mutual agreement of rate between successful bidder & Amdabad Enviro Projects

Pvt. Ltd. AMC shall not be responsible for any kind of dispute between Amdabad Enviro Projects Pvt. Ltd.

& successful bidder or this tender. The successful bidder will be paid by AMC as per tender BOQ item

rate + premium.

● The quality, size, shape, compressive strength & other technical parameter of paver Block shall be as

per IS standards & tender specification and shall be completely successful bidder's responsibility.

● If in case of failure of paver Block or if Paver Block are not as per the standards, the same shall be

rejected. Successful bidder shall remove such failed paver blocks immediately form site and fix new paver

blocks as per standards.

● The successful bidder shall produce a certificate /bill from Amdabad Enviro Projects Pvt. Ltd. showing

quantity of Paver Block which should be minimum 50% of total quantity.

1. All the relevant causes mentioned in the Tender which are related to above clauses shall be read as

mentioned in above AMENDMENT.

2. The above Amendment shall be Part of Tender document & shall be bound to Contractor and shall be

submitted along with other tender documents with duly signed and stamped.

Seal and signature of the bidder Additional City Engineer

Date :- AHMEDABAD MUNICIPAL CORPORTION

Tender Fee :Rs 900.00 Date of submission :02.03.2026 Time: :18:00 Hrs

Earnest Money : .Rs.9,985.00 Date of Opening :03.03.2026 Time: 17:00 Hrs

Contractor’s Name &Address :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DIPARTMENT

SOUTH WEST ZONE

Name of work: Doing Havy Patchwork on Diff. Required Excavated And Erosion

Portion Of TP Road and 2026-27 In Bopal Ghuma SWZ

NO QTY ITEM RATE PER AMOUNT

Box cutting the road surface to proper

slope and camber for making a base for

1 100 road work including removing the 205.35 Cmt

excavated stuff and depositing on the road

side slope as directed upto 50Mt.lead.

CONVEYANCE CHARGES-FOR

DIFFERENT TYPES OF MATERIALS (A)

2 lime murrum building rubbish earth manure

or sludge & execavated rock and rubbish

[Lime murrum building rubbish]

25 a) Lead up to 1 Km. 256.16 Cmt.

25 b) Lead From 1Km to 2 Km. 278.18 Cmt.

50 c) Lead From 2 Km to 3 Km. 296.43 Cmt.

25 d) Lead From 3 Km to 4 Km. 312.45 Cmt.

15 e) Lead From 4 Km to 5 Km. 326.73 Cmt.

Extra rate over item of excavation of earth

for excavation of asphalt pavement / RCC

of thickness up to 0.20 meter including

3 demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based

on Previously approved rate by C E sir )

40 up to 0.20 meter thickness (By Manual) 71.10 smt

0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

30 cost of operator, fuel, & transportation etc 177.76 smt

0.30 meter & above (By any type of

Breaker Machine or R.C.C.Cutter machine

20 including cost of operator, fuel, & 311.08 smt

transportation etc complete.

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

cm. in depth consolidation each deposited

layer by ramming and watering

(ahmedabadcity sor-2023-24,iteam code-

4006, Item No.as per NBO-4.12,page no-

Rolling of Earth work in layers with power

rollar including spreading of earthwork and

filling in depressions wich occurs during

Watering of Earth as Directed. SOR 23-24

Supplying of graded hand brocken stone

7 10.00 size of 90 mm to 127 mm at site (Rubble or 983.93 Cmt

Labour charges for spreading the spouls

127 mm thick layer good earth filling in

voids correcting the grade & camber comp.

8 100.00 with rolling, watering, incl. preparing the 26.79 Smt

surface by brushing for removing all loose

or dirts ect.comp.

Supply of graded machine cut black trap

stone aggregate (metal) of Sevaliya / Tima

9 10.00 or equivalent quality metal of size 25 mm to 981.25 Cmt

Labour work for spreading the metal

mm thick in single layer, incl. providing &

applying bitumen for semi grouting

kgs/sqm. & Providing & spreading the key

10 50.00 black trap aggregate of good quality on top 158.39 Smt

at the rate of 0.013 cmt. per sq.m. of size

18 mm passing in 9.5 mm retain rolling with

10 tonne roller etc. comp. as directed.

Supplying And Spreding Good Quality

Coarse Sand free Frome Impurities

Including Transoprtation to site and labour

cost for spreading etc. comp. as directed

Excavation or drassing of earth or debris to

clear the surface for tack coat & resurfacing

12 75.00 the road rate inc. providing cultivator in 5.00 Smt

required to clean the existing surface etc.

comp as directed (a) loose or soft soil

Labour charges for hand laying hotmix

material DBM/BC on the road surface in

line & level incl.cleaning the surface with air

compressor and if require re carting

material by JCB at necessory place of

work alsorolling with 8 10 tonnes vibratory

roller and Dust spreading on BC after

rolling, rate also includes recarting of

Hotmix material from place of Work/ AMC

store to Location of laying having narrow

width like chawls, poles, gamtal roads etc.

Providing & applying Tack coat with VG-30

Grade bitumen using bitumen pressure

distributor at the rate of 0.20-0.30 kg/sqm

14 3000.00 on the existing bituminous surface cleaned 11.21 Smt

with Air Compressor etc complete. For

D.B.M. or B.C.(RA Approved St.Com.Res

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. in charge, rate includes all nece.

15 30.00 shifting, fuel and operating charges and 535.71 Hour

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

Hiring charges for Tractor with Trolley,

16 40.00 Considering 8 hrs.as Working day hours 2104.09 Shift

Supplying, labour for excavation of all type

of soil at any depth including excavation of

asphalt pavement of any

thickness,demolition of brick work in cm of

any proportion including stacking of

serviceable materials and disposal of

unserviceable material rtc comp. as

Mazdoor(male) at day/night(r&b sor 2023-

40.00 24,sr.no.1051,code no.L022) 493.00 No

Mazdoor(Female) at day/night(r&b sor

Fitter/makadam/supervisor at day/night(r&b

20.00 sor 2023-24,sr.no.1043,code no.L014) 640.00 No

Providing lying spreading and compacting

graded stone aggregate to wetmix

macadam specification including premixing

the material with water at OMC in

18 mechanical mix plant carriage of mixed

material by tipper to site, laying in uniform

layers in sub base . base compcting with

prepared surface and achieve the desired

density as per codal provision.

152.00 Production & supply of WMM 1708.13 cmt

152.00 Laying of WMM 31.25 cmt

Barricading the entire break down or

excavated area on rental basis using

wooden ballies / M.S.angles at max.

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 rrangement. ..The same shall be

removed after completion of work. (Only for

work from start to complete)

20 Bitumen Cutting

Labour charge of cutting in bituminous

pavement. Cutting to be done with heavy

duty tandom cutting machine consist of

diamond blade. Minimum cutting depth

shall be 75 mm from the finished level.

Cutting shall be perfeclty in line. The width

and depth of the removal of asphalt

towards kerb stone shall be as per the

drawing. Bitumen shall be carefully

200.00 removed so that the the cutting edge 113.39 Rmt

towards the road should not be disturbed.

The work of removal of the asphalt will be

considered in this item as running meter of

the cutting done by machine. One cutting

line will be considered per length of the

kerb stone. Bitumen and other debris shall

be disposed within 10.0 km. as per the

instruction of the engineer in charge.

Surroundings shall be cleaned to the

satisfaction of the engineer in charge

21 Providing & Supplying Roller for

Compacting the Road bhuva with availabe

8.00 Building waste and road waste material as 3000.00 SHIFT

and where directed by engineer in charge.

22 To provide chota hathi with all tools like

bucket drum, showels, trikam, pavadas,

8.00 etc,,to carryout different Work shall be 1500.00 SHIFT

carried out as per the instrucitons of

Engineer In-Charge.

23 Supplying Potable Water Tanker to be filled

from nearby water distribution station of

AMC. with 30 meter Delivery Pipe. The

10.00 tanker should be supplied as & where 250.00 NO

reuired & when order placed by Engineer In

- Charge The rate includes the fuel charge,

driver's charge etc..complete.

24 Providing and applying tack coat with

bitumen emulsion RS1 grade using

emulsion pressure distributor at the rate of

0.20 ‐ 0.30 kg per sqm on the prepared

bituminous surface cleaned with

mechanical Broom / Air Compressor.

25 Providing and laying Asphalt painting on

B.T. surface immediately after laying work

complete with all respect, using bitumen

grade 60/70 (VG‐30) @ rate of 5 kg/10 smt

89.00 by Mechanical sprayer and spreading the 27.90 SMT

stone dust on prepared surface at the rate

of 0.03 cum/10 smt. and rolling with smooth

wheeled and penumatic roller and brushing

Total Amount Rs.

Total Amount Rs.

(in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South West Zone, Zonal Office", Opp.karnavati club, Jodhpur Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Doing Havy Patchwork on Diff. Required Excavated And Erosion

Portion Of TP Road 2026-27 In Bopal Ghuma SWZ

2 Time Limit 12 Months (Excluding Monsoon)

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

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.9,98,450.00

5 Earnest Money Deposit Rs.9,985/-(Demand Draft, Pay order, Bank Guarantee (As per finanance

circular No 56) or Cheque in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand Draft

or Bank Guarantee shall be from Nationalized Bank and valid for 120 days.

6 (A) Security Deposit: 5% of Tender Amount

(B) Retention 1. @ 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.

7 Tender fees Rs.900/-Demand Draft / Pay order infavour of Municipal Commissioner,

(Non refundable) Ahmedabad)

8 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

South West zone) , Ahmedabad Municipal Corporation, Late Shree Tushar

Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club, S.G. highway,

Jodhpur, Ahmedabad-380015

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.02.03.2026 up to 18:00 Hrs The tenders received after this date

Tenders. and time will not be entertained under any circumstances.

11 Date of Opening Dt.03.03.2026 at 17.00 Hrsto Assistant Manager "South west Zone

Shree Tushar Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club,

S.G. highway, Jodhpur, Ahmedabad-380015

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/ Speed

Documents post/ Hand Delivery/ Courier in sealed covers as described in submission

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

Specification applicable.

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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

(SouthWest Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

the Table below:-

Sr. Name of Works Approximate value Bid Security Completion

No. of works (Rs.) (Rs.) Period

1 Doing Havy Patchwork on Diff. Required Rs.9,985/- 12 months

Excavated And Erosion Portion Of TP (Excluding

Road 2026-27 In Bopal Ghuma SWZ Monsoon)

2. Tender (a complete set of bidding document) fee shall be Rs. 900/- in the form of Demand Draft /

Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER, Ahmedabad,

payable at Ahmedabad, which shall be non refundable. The fees shall be paid at the time of

submitting the tender.

3. Interested bidders shall download the tender documents from website http://amc.nprocure.com

and http://nprocure.com. up to Dt. 03.03.2026 at 16:00hrs tender fee as mentioned in clause

above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the above

Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL CORPORATION,

Ahmedabad. Bid Security will have to be in any one of the forms as specified in Clause of ITB

(Instructions to Bidders).

All Bids must be delivered to Assistant Manager "South West Zone, Zonal Office", Late Shree Tushar

Deshmukh Bhavan, Nr. Shelby hospital, Opp. karnavati Club, S.G. highway, Jodhpur, Ahmedabad-

Seal and Signature of the Bidder Addl. City Engineer

(SouthWest Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

SOUTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

Contractor can not stop the work due to on availably of labour force. In case progress is delayed,

contractor shall be penalized 0.1% of Tender amount per day for work done after time limit,

maximum up to 10% for remaining work.

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

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

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

8. No extra payment will be made due to increase of central / state Govt. Taxes. Exluding GST as per As

per circular no 38 Date 21.11.2022of finance department of Ahmedabad Municipal Corporation .

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

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

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

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

the Engineer-in-charge.

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

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

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

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

relevant Indian Standards shall be referred to.

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

following limits:

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

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

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

15. The distance, which constitutes lead, shall be determined along the shortest practical route and not

necessarily the route actually taken. The decision of the Engineer-in-charge in this regard shall be

taken as final.

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

17. Lift shall be measured from plinth level.

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

specifications shall be deemed to be included there in.

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

in the form of a designation containing the number of the specification of the material and prefix 'M'

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

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

the work found defective at a later date.

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

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

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

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

prevent damage, deterioration or intrusion of foreign matter and to-ensure the preservation of their

quality and fitness for the work.

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

site of work within 24 hours.

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

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

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

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

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

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

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

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

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

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

as also of the work itself.

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

towards testing charges is separately made.

31. Time limit is to be considered as per given LOI of different approved estimate of workIn failure

complete of work in Specify time limit liquideddamages fordealy close will be applicable .

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

(120) from opening of price bids.

SECURITY DEPOSIT

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

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

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

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12Month(excludingmonsoon )after the order to start the works. Progress of work

should be in proportion to time limit.

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

shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible

for any damage to public. If any incident happen, during the execution of work. In case of dispute for unseen or

overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean of

all rubbish during the work and at the time of completion of work and hand over the site with final finishing of

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

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

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

be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR

than based on current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding

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

contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to

carry out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes

in site and design is entertained.

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

responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

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

work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If

any tenderer withdraw or makes any modifications or addition in the terms and conditions of his tender not

acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or

remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

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

of Rs.-( As per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor.

Contractor has to make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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

be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building

Works & and Road Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building Specifications.

For materials relevant specification of Building Specification shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK:- Doing Havy Patchwork on Diff. Required Excavated And

Erosion Portion Of TP Road 2026-27 In Bopal Ghuma SWZ

Item No.1 : Box cutting the road surface to proper slope and camber for making a base for road

work including removing the excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

Box cutting the road surface to proper slope and camber for making a base for road work

including removing the excavated stuff and depositing on the road side slope as directed upto

Item No.2 : CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime

murrum building rubbish earth manure or sludge & execavated rock and rubbish [Lime

murrum building rubbish]

CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime murrum

building rubbish earth manure or sludge & execavated rock and rubbish [Lime murrum building

Item No.3: Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC

of thickness up to 0.20 meter including demolishing the asphalt carpet, metal,s oiling/cutting

Reinforcement etc.comp. with stacking the material as directed. (Based on Previously

approved rate by C E sir )

Extra rate over item of excavation of earth for excavation of asphalt pavement / RCC of thickness

up to 0.20 meter including demolishing the asphalt carpet, metal,s oiling/cutting Reinforcement

etc.comp. with stacking the material as directed. (Based on Previously approved rate by C E sir )

Item No.4 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer

by ramming and watering (ahmedabadcity sor-2023-24,iteam code-4006, Item No.as per

NBO-4.12,page no- 48)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidation each deposited layer by ramming and watering

(ahmedabadcity sor-2023-24,iteam code-4006, Item No.as per NBO-4.12,page no- 48)

Item No.5 : Rolling of Earth work in layers with power rollar including spreading of earthwork

and filling in depressions wich occurs during prosses

Rolling of Earth work in layers with power rollar including spreading of earthwork and filling in

depressions wich occurs during prosses

Item No.6 : Watering of Earth as Directed. SOR 23-24 IT NO

Watering of Earth as Directed. SOR 23-24 IT NO

Item No.7 : Supplying of graded hand brocken stone size of 90 mm to 127 mm at site (Rubble or

Supplying of graded hand brocken stone size of 90 mm to 127 mm at site (Rubble or Spoul)

Item No.8 : Labour charges for spreading the spouls 127 mm thick layer good earth filling in voids

correcting the grade & camber comp. with rolling, watering, incl. preparing the surface by

brushing for removing all loose or dirts ect.comp.

Labour charges for spreading the spouls 127 mm thick layer good earth filling in voids

correcting the grade & camber comp. with rolling, watering, incl. preparing the surface by

brushing for removing all loose or dirts ect.comp.

Item No.9 : Supply of graded machine cut black trap stone aggregate (metal) of Sevaliya / Tima or

equivalent quality metal of size 25 mm to 40 mm.

Supply of graded machine cut black trap stone aggregate (metal) of Sevaliya / Tima or

equivalent quality metal of size 25 mm to 40 mm.

Item No.10 : Labour work for spreading the metal 85 mm thick in single layer, incl. providing &

applying bitumen for semi grouting 2.5 kgs/sqm. & Providing & spreading the key black

trap aggregate of good quality on top at the rate of 0.013 cmt. per sq.m. of size 18 mm

passing in 9.5 mm retain rolling with 10 tonne roller etc. comp. as directed.

Labour work for spreading the metal 85 mm thick in single layer, incl. providing & applying

bitumen for semi grouting 2.5 kgs/sqm. & Providing & spreading the key black trap aggregate of

good quality on top at the rate of 0.013 cmt. per sq.m. of size 18 mm passing in 9.5 mm retain

rolling with 10 tonne roller etc. comp. as directed.

Item No.11 : Supplying And Spreding Good Quality Coarse Sand free Frome Impurities Including

Transoprtation to site and labour cost for spreading etc. comp. as directed

Supplying And Spreding Good Quality Coarse Sand free Frome Impurities Including

Transoprtation to site and labour cost for spreading etc. comp. as directed

Item No.12 : Excavation or drassing of earth or debris to clear the surface for tack coat &

resurfacing the road rate inc. providing cultivator in required to clean the existing surface

etc. comp as directed (a) loose or soft soil

Excavation or drassing of earth or debris to clear the surface for tack coat & resurfacing the road

rate inc. providing cultivator in required to clean the existing surface etc. comp as directed (a)

loose or soft soil

Item No.13: Labour charges for hand laying hotmix material DBM/BC on the road surface in line

& level incl.cleaning the surface with air compressor and if require re carting material by

JCB at necessory place of work alsorolling with 8 10 tonnes vibratory roller and Dust

spreading on BC after rolling, rate also includes recarting of Hotmix material from

place of Work/ AMC store to Location of laying having narrow width like chawls, poles,

gamtal roads etc. complete.

Labour charges for hand laying hotmix material DBM/BC on the road surface in line & level

incl.cleaning the surface with air compressor and if require re carting material by JCB at

necessory place of work alsorolling with 8 10 tonnes vibratory roller and Dust spreading on

BC after rolling, rate also includes recarting of Hotmix material from place of Work/ AMC

store to Location of laying having narrow width like chawls, poles, gamtal roads etc. complete.

Item No.14 : Providing & applying Tack coat with VG-30 Grade bitumen using bitumen pressure

distributor at the rate of 0.20-0.30 kg/sqm on the existing bituminous surface cleaned with

Air Compressor etc complete. For D.B.M. or B.C.(RA Approved St.Com.Res No.189,

Providing & applying Tack coat with VG-30 Grade bitumen using bitumen pressure

distributor at the rate of 0.20-0.30 kg/sqm on the existing bituminous surface cleaned with Air

Compressor etc complete. For D.B.M. or B.C.(RA Approved St.Com.Res No.189, Dt.19/05/2022)

Item No.15 : 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.

in charge, 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)

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. in charge, 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)

Item No.16 : Hiring charges for Tractor with Trolley, Considering 8 hrs.as Working day hours

Hiring charges for Tractor with Trolley, Considering 8 hrs.as Working day hours incl.dirver

Item No.17 : Supplying, labour for excavation of all type of soil at any depth including excavation

of asphalt pavement of any thickness,demolition of brick work in cm of any proportion

including stacking of serviceable materials and disposal of unserviceable material rtc comp.

Supplying, labour for excavation of all type of soil at any depth including excavation of asphalt

pavement of any thickness,demolition of brick work in cm of any proportion including stacking of

serviceable materials and disposal of unserviceable material rtc comp. as directed.

Item No.18 : Providing lying spreading and compacting graded stone aggregate to wetmix

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 compcting with prepared surface and achieve the desired density as per codal

Providing lying spreading and compacting graded stone aggregate to wetmix 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 compcting

with prepared surface and achieve the desired density as per codal provision.

Item No.19 : 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 rrangement. ..The same shall be removed

after completion of work. (Only for break down work from start to complete)

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 rrangement. ..The same shall be removed after completion of work. (Only

for break down work from start to complete)

Item No.20 : Bitumen Cutting

Labour charge of cutting in bituminous pavement. Cutting to be done with heavy duty

tandom cutting machine consist of diamond blade. Minimum cutting depth shall be 75 mm

from the finished level. Cutting shall be perfeclty in line. The width and depth of the

removal of asphalt towards kerb stone shall be as per the drawing. Bitumen shall be

carefully removed so that the the cutting edge towards the road should not be disturbed.

The work of removal of the asphalt will be considered in this item as running meter of the

cutting done by machine. One cutting line will be considered per length of the kerb stone.

Bitumen and other debris shall be disposed within 10.0 km. as per the instruction of the

engineer in charge. Surroundings shall be cleaned to the satisfaction of the engineer in

Bitumen Cutting

Labour charge of cutting in bituminous pavement. Cutting to be done with heavy duty tandom

cutting machine consist of diamond blade. Minimum cutting depth shall be 75 mm from the

finished level. Cutting shall be perfeclty in line. The width and depth of the removal of asphalt

towards kerb stone shall be as per the drawing. Bitumen shall be carefully removed so that the the

cutting edge towards the road should not be disturbed. The work of removal of the asphalt will be

considered in this item as running meter of the cutting done by machine. One cutting line will be

considered per length of the kerb stone. Bitumen and other debris shall be disposed within

km. as per the instruction of the engineer in charge. Surroundings shall be cleaned to the

satisfaction of the engineer in charge

Item No.21 : Providing & Supplying Roller for Compacting the Road bhuva with availabe

Building waste and road waste material as and where directed by engineer in charge.

Providing & Supplying Roller for Compacting the Road bhuva with availabe Building waste and

road waste material as and where directed by engineer in charge.

Item No.22 : To provide chota hathi with all tools like bucket drum, showels, trikam, pavadas,

etc,,to carryout different Work shall be carried out as per the instrucitons of Engineer In-

To provide chota hathi with all tools like bucket drum, showels, trikam, pavadas, etc,,to carryout

different Work shall be carried out as per the instrucitons of Engineer In-Charge.

Item No.23 : Supplying Potable Water Tanker to be filled from nearby water distribution station of

AMC. with 30 meter Delivery Pipe. The tanker should be supplied as & where reuired &

when order placed by Engineer In - Charge The rate includes the fuel charge, driver's

charge etc..complete.

Supplying Potable Water Tanker to be filled from nearby water distribution station of AMC. with

30 meter Delivery Pipe. The tanker should be supplied as & where reuired & when order placed

by Engineer In - Charge The rate includes the fuel charge, driver's charge etc..complete.

Item No.24 : Providing and applying tack coat with bitumen emulsion RS1 grade using emulsion

pressure distributor at the rate of 0.20 ‐ 0.30 kg per sqm on the prepared bituminous surface

cleaned with mechanical Broom / Air Compressor.

Providing and applying tack coat with bitumen emulsion RS1 grade using emulsion pressure

distributor at the rate of 0.20 ‐ 0.30 kg per sqm on the prepared bituminous surface cleaned with

mechanical Broom / Air Compressor.

Item No.25 : Providing and laying Asphalt painting on B.T. surface immediately after laying work

complete with all respect, using bitumen grade 60/70 (VG‐30) @ rate of 5 kg/10 smt by

Mechanical sprayer and spreading the stone dust on prepared surface at the rate of

cum/10 smt. and rolling with smooth wheeled and penumatic roller and brushing etc. comp.

Providing and laying Asphalt painting on B.T. surface immediately after laying work complete

with all respect, using bitumen grade 60/70 (VG‐30) @ rate of 5 kg/10 smt by Mechanical sprayer

and spreading the stone dust on prepared surface at the rate of 0.03 cum/10 smt. and rolling with

smooth wheeled and penumatic roller and brushing etc. comp.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER

STANDARD P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE

BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE,

SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR

THE SAME I AGREE TO ABIDE BY THEM.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions

will be applied.

Seal and Signature of the Bidder Addl. City Engineer

Date: (South West Zone)