Providing New Footpath, Present Footpath Repairing, Curbing repairing and Footpath&Central Verge Colour work in Shayona area and other different places in Chandlodia Ward of North West Zone.

(1) Download : From web site :www.amc.nprocure.com

(2) Last date of online Tender Submission : Date:-04/05/2026 Upto 18.00 hours

(3) Date of Submission of Tender Fees, EMD : Date: 05/05/2026 upto 17.00 hrs.

& Other documents in hard copy

(4) Date of e-Tender (Technical Bid) : Date:-06/05/2026 at 12.00 hours

Deputy Municipal Commissioner

(North West Zone)

3 Floor, Rajmata Vijaya Raje Sindhiya Bhavan,

Nr. Atithi Restaurant, Pakwan Cross road, Bodakdev

Name of Work : Providing New Footpath, Present Footpath Repairing,

Curbing repairing and Footpath&Central Verge Colour work in

Shayona area and other different places in Chandlodia Ward of

North West Zone.

Sr.No. Particular Page No.

01 Information of Bidder

02 Section - 1 Notice Invting Tender

03 Section -2 Memorandum of Work

04 Section - 3 Scope of work

05 Section -4 General condition of Contract

06 Declaration form

07 Section - 5 Special condition of Contract

08 Section – 6 Special condition of Contract

09 List of Bank approved by AMC Annexure -1

10 Finance Circular no -37

11 General condition in Engilish

12 Genral conditions in Gujarati

13 Bank Gaurantee Form

14 Income Tax Clearance Form

15 Secirity Deposit Form

16 Performance Bank Gaurantee form

17 Agreement Form

Name of Work - Providing New Footpath, Present Footpath Repairing,

Curbing repairing and Footpath&Central Verge Colour work in

Shayona area and other different places in Chandlodia Ward of

North West Zone.

General information of bidder

All individual firms must complete the information in this form. 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:

3) Local office address (if any)-

4) Name and Contact number of Propriter / Partner –

5) E-mail address-

6) Class of Registration

7) Name of Organization/Corporation/State Govt. Dept./ Central Govt. Dept of Registration

8) Additional information regarding litigation, debarment, arbitration, etc.

9) Affidavit. (if any)

MAHANAGAR SEVA SADAN – NORTH WEST ZONE

DY. MUNICIPAL COMMISSIONER (NORTH WEST ZONE)

3 Floor “Rajmata Vijya Raje”,Nr. Atithi Hotel , Bodakdev Ahmedabad-380054.

Web site: www.ahmedabadcity.gov.in Email: [email protected]

TENDER NOTICE No.13 / 2025-2026 / 29 NORTH WEST ZONE

Name of work: - Providing New Footpath, Present Footpath Repairing,

Curbing repairing and Footpath&Central Verge Colour work in

Shayona area and other different places in Chandlodia Ward of

North West Zone.

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, North West zone, ( hereinafter called

“the Employer/ Owner / Client / AMC ) invites sealed Tender document from

reputed and qualified bidders for the construction of Works detailed in the Table

Sr. Name of Works Approximate Earnest Money Time Limit in

No. value of works Deposit (Rs.) Months

1 Providing New Footpath, Rs. 9,99,000.00 Rs.10,000.00 12 MONTHS

Present Footpath Repairing,

Curbing repairing and

Footpath&Central Verge

Colour work in Chandlodiya

Gamtal area in Chandlodia

Ward of North West Zone

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

www.amc.nprocure.com/www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be As per N.I.T 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 Details of Tender fees shall be submit with scan copy at the time of

Quoting price bid of the tender and Physically to be submitted along with technical

bid Vol.-1 with other enclosure.

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

the Works in the above Table payable at Ahmedabad and drawn in favor of

MUNICIPAL COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money

Deposit will have to be specified Section --- Memorandum of Tender

5. Physical submission must be delivered to Asst. Manager (Admin) North West Zone,

Rajiv Gandhi Bhavan, Memco – Naroda Road, Ahmedabad As per N.I.T

6. The Bids will be opened on As per N.I.Tat the office of Addl.City Engineer (N/Z) , 1st

Floor, Rajiv Gandhi Bhavan, Ahmedabad Municipal Corporation, Memco-Naroda

road, Ahmedabad-25. 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.

Sign of Contractor with Seal Add. City Engineer

Place - North West Zone

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Providing New Footpath, Present Footpath Repairing, Curbing

repairing and Footpath&Central Verge Colour work in Chandlodiya

gamtal area in Chandlodia Ward of North West Zone

2 Tender Amount Rs. 9,99,000.00 (exclusive of GST). GST will be paid extra by

(Estimate put to Tender)

AMC/Authority at prevailing rate to the contractor.

3 Tender fee Rs.900.00

(Non refundable) (Demand Draft Pay orderin favour of Municipal Commissioner,

4 Time Limit (a) 12 Months

(b) If the site is not cleared to start the work, the time limit

will be considered from the date of possession given to

5 Download of Tender Complete bid documents can be downloaded with effect up to

Documents as per Tender notice from the website www.nprocure.com.

6 Required registration Register “ E2 ” class in PWD in Govt. R&B/CPWD/AMC or

equivalent register with any other state Govt. or institutions.

If successful bidder is not registered with AMC, they will have

to register before submitting his Running Bill No.

7 Earnest Money Deposit 1 % EMD of Estimate put to tender (Demand Draft / pay order/

(Bid security) Bank Gaurantee) in favour of Municipal Commissioner,

(1 % of Estimate put to Ahmedabad is to be submitted. Demand Draft shall be from

tender) approved list of AMC of banks and the issuing branch of bank

guarantee shall be of Ahmedabad city only and it should be valid

for 180 days from the last date of tender submission. E.M.D.

shall be submitted physically along with the Physical Submission.

8 Submission of EMD and Tender Fee & EMD should Submitted physically onDate:

Tender Fees 05/05/2026 upto 17.00 hrs.

along with tender documents as described in the invitation of

tender should be submitted to Assistant Manager(North West

zone) , Ahmedabad Municipal Corporation, North West Zone,

Zonal Office",Nr. Atithi Hotel, Bodakdev Ahmedabad Bid

submitted without bid security & tender fee shall be treated as

non responsive and shall be summarily rejected.

9 Last date of online Date:-04/05/2026 Upto 18.00 hours

submission of tender

10 Opening of bid Technical Bid will be opened on line on Date:-06/05/2026 at

hrs. in the office of Assistant Manager(North West zone)

Ahmedabad Municipal Corporation, North West Zone, Zonal

Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

11 Tender validity period 120 days from the last date of submission of Tender. it should be

valid for 120 days from the last date of online tender

12 Security Deposit 5 % of Contract Value to be submitted in the form of Demand

Draft / Bank Guarantee as per. Bank Guarantee shall be from

approved list of AMC of banks and the issuing branch of bank

guarantee shall be of Ahmedabad City only.

The validity of the Security Deposit shall be up to valid till

days beyond Date of completion of work. The Security Deposit

shall be payable in 15 days from date of receipt of LOI failing

which interest @4% per annum will be charged by AMC.

13 Deductions from Running

a. Retention Money 2 % amount of each Running Bill shall be deducted as a

Retention Money. Such retention money shall be released in the

final bill of the said work.

b. Labour welfare cess 1% Labour welfare cess as per the Act, 1996 (non refundable)

shall be deducted from each running bill.

14 liquidated damages- 10% of the Amount For Balance work After Date of

Compensation For Delay Completion or extended time Limit.

15 Time permitted to Starts Whenever a work is allotted by Engineer Staff, whether minor or

the work major of part there of any amount, the contractor shall be

bound to start the work within 48 hours from the intimation of

work. The Intimation shall be via telephonically, via SMS, via

Whatsapp, via letter, 0r via E-mail shall be considered legal and

binding for the same. Failure to start the work in 48 hours from

the intimation by the AMC staff, the contractor shall be levied

panelty of (1) Rs. 1000/- per day (for the tender amounting upto

Rs.10 lakhs) (2) Rs. 2500/- per day (for the tender amounting

above Rs.10 lakhs to 30 Lakhs) (3) Rs. 5000/- per day (for the

tender amounting above Rs.0 lakhs)

Three times failures by contractor shall make contractor

responsible to be black listed unless and otherwise justified

properly writing / binding within 15 days from last notice of

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

21 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.

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

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

Sign of Contractor with Seal Add. City Engineer

Place - North West Zone

Tender Fee – 900.00 Date of submission : As per Tender Notice

Earnest Money- 10000.00 Date of Opening : As Per Tender Notice

Contractor’s Name & Address

AHMEDABAD MUNICIPAL CORPOATION

NORTH WEST ZONE - ENGINEERING DEPT.

Providing New Footpath, Present Footpath Repairing, Curbing

Work repairing and Footpath&Central Verge Colour work in Shayona area

and other different places in Chandlodia Ward of North West Zone. .

Item Unit Rate Amount

Center Line Marking Preparaition of drawing and

Establishment of Center Line for the proposed Right Of

Way using Total Station survey method and Marking

using good quality enamel paint as directed by

1 5.00 Engineer-In-Charge. Contractor shall get the drawings Rmt 5133.93

approved from Architect and submit to AMC before

commencement of the work. The work includes traffic

diversion provision so as to ensure smooth flow of

traffic.(Heritage Route Tapovan Visat Tender

Dismantling the following including loading, unloading

and disposal of unserviceable material for all lead or as

2 directed by Engineer-In-Charge and stacking the

serviceable material and backfilling the resulting

trenches and pits complete.

a 40.00 central verge -kerb stone Rmt 8

Dismantling tiled or stone floors laid in mortar

b 40.00 including stacking of serviceable material and disposal Smt 27.44

of uservicalble material with all lead and lifts.

c 20.00 Demolition & disposal of unservisable material with all Cmt 348.1

lead and lift for unreinforeced concrete. (AMC sor)

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

d 30.00 unserviceable materials with all lead and lift.(ii) In Cmt 544.95

Cement Mortar. (R&B Ahmedabad City SOR 2023-24,

Item No.20003B-20.21)

Demolition including stacking of serviceable materilas

e 30.00 and disposal of unserviceable materials with all lead Cmt 1047.38

and lift. (i) R.C.C. Work (R&B Ahmedabad City SOR

Scarifying of existing bituminous road surface (flexible

Pavement) by mechanical means upto required depth

to receive new tar road top layer i.e. seal coat and

3 30.00 bitumineous concrete including tools, plants, fuel, oil Smt 22.23

etc and disposal of unserviceable material/ debries

with all lifts and leads As directed by engineer in

charge.(CG Road Approved Rate)

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,

4 0.00 metal,s oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on Previously

approved rate by C E sir )

a 50.00 up to 0.20 meter thickness (By Manual) Smt 71.10

0.20 to 0.30 meter (By any type of Breaker Machine or

b 50.00 R.C.C.Cutter machine including cost of operator, fuel, Smt 177.76

& transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

c 3.00 or R.C.C.Cutter machine including cost of operator, Smt 311.08

fuel, & transportation etc complete.

Removing & recover of existing pipe line for sewer or

storm water above 300mm dia upto any depth &

5 20.00 Specials, removing any type of joint, carting it to the Rmt 89.29

Muni. Stores as & where directed as per instruction of

Engineer In charge with excavation & refilling.(CG

Road Approved Rate)

Dismantling of existing structural steel work for railing,

grill, gate, grating,jali, etc including foundation, sorting

the dismantled material, disposal unserviceable

6 12.00 material with all lifts and up to any lead at non Kg 2.05

objectional place and stacking the serviceable material

(structural elements) upto AMC store including

loading, unloading as directed by Engineer-in-

charge.(CG Road Approved Rate)

Removal of existing any type of paving or paving

stones of any type, any size, any thickness in required

depth including removing paver with spil sub base and

breaking sub base i.e concrete or metaling etc under

7 25.00 the supervision of concerned department, disposal Smt 43.75

unserviceable material with all lifts and up to any lead

at non objectional place and stacking the serviceable

material (paver) upto AMC store including loading,

unloading as directed by Engineer-in-charge. (CG

Road Approved Rate)

Removal of existing kerb stones of any type, any size,

any thickness in required depth including removing

kerb with base PCC including excavation etc under the

supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead

at non objectional place and stacking the erviceable

material (paver) upto AMC store including loading,

unloading as directed by Engineer-in- charge. (CG

Road Approved Rate)

Pole Removal Removal of existing Light Poles/

telephone pole/ electrical pole/ signage pole with

fixtures/ signage sheet/ all cabling work including

excavation, Breaking concrete foundation under the

9 5.00 supervision of concerned department, disposal No 2669.64

unserviceable material with all lifts and up to any lead

at non objectional place and stacking the serviceable

material upto AMC store including loading, unloading

as directed by Engineer-in- charge.(CG Road Approved

Traffic Signal Removal Removal of existing Traffic

Signal Poles with all lighting arrangement and cabling

work including excavation, Breaking concrete

foundation under the supervision of concerned

department, disposal unserviceable material with all

lifts and up to any lead at non objectional place and

stacking the serviceable material upto AMC store

including loading, unloading as directed by Engineer-

in-charge. (CG Road Approved Rate)

Shifting of pole Shifting of Telephone /Electric poles

and Lines with all cabling work including excavation,

and dismantling of foundation concrete and lines

under the supervision of concerned department,

disposal unserviceable material with all lifts and up to

any lead at non objectional place and stacking the

serviceable material upto AMC store including loading,

unloading as directed by Engineer-in-charge. (CG Road

Removal Bus Shelter Removal of existing Bus Shelter

with all structure elements with seating arrangement,

roof, supports, advertise elements etc including

excavation, Breaking concrete foundation under the

12 3.00 supervision of concerned department, disposal No 13392.9

unserviceable material with all lifts and up to any lead

at non objectional place and stacking the serviceable

material upto AMC store including loading, unloading

as directed by Engineer-in-charge. (CG Road Approved

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

13 0.00 and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same as

directed. (Based on Drainage SOR 2009-10) Road

Resurface zonal tender approved rate 2022-23

a 10.00 (A) up to 0.15 mt. (@ Two Coarse) No 728.82

b 5.00 (B) up to 0.35mt. (@ Four Coarse) No 1155.44

c 5.00 (C) up to 0.65 mt. (@ Seven Coarse) No 1786.49

d 2.00 (D) up to 0.90 mt. (@ Ten Coarse ) No 2150.9

Repairing damaged I.C./ Raising removing damaged

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

and plaster in C.M. 1:3 and fixing C.I. steps and existing

14 4.00 chamber sheet cover, removing the debris from No 399.96

chamber and carting the same as directed. (Based on

Drainage SOR 2009-10) Road Resurface zonal tender

approved rate 2022-23

Conveyance charge of earth, lime, murrum, building

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

ash, aggregates of any kind executed outside the road

15 0.00 site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done

within the work site is not payable. (R&B 2021-22

Statement No.5 Page no.5 & RA Approved St.Com.Res

a 5.00 a) Lead up to 1 Km. Cmt. 256.16

b 5.00 b) Lead From 1Km to 2 Km. Cmt. 278.18

c 5.00 c) Lead From 2 Km to 3 Km. Cmt. 296.43

d 50.00 d) Lead From 3 Km to 4 Km. Cmt. 312.45

e 50.00 e) Lead From 4 Km to 5 Km. Cmt. 326.73

EXTRA RATE PER UNIT PER Km. FOR

f 3.00 KILOMETERAGE ABOVE 5Km.LEAD FALLING IN

TOTAL RANGE BETWEEN

g 1.00 f) ABOVE 5 Km. & UP TO 10 Km Cmt. 7.41

1.00 g) ABOVE 10 Km. & UP TO 15 Km Cmt. 6.56

1.00 h) ABOVE 15 Km. & UP TO 25 Km Cmt. 5.96

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 outside to avoid accident & for

smooth traffic diversion & movement including

cautionary board etc. Item also includes for making

16 100.00 temporary sufficient nos of lighting arrangement Rmt 79.99

throughout the work with necessary required

arrangement. ..The same shall be removed after

completion of work. (Only for break down work from

start to complete) (Based on Drainage SOR 2009-

10)Road Resurface zonal tender approved rate 2022-

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

17 0.00 site etc. comp. Directed. (Based on rate of central

store circular 01/2021-22, Dt. 13- 08-21)

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover :728mm ø & 100 mm thick circular

cover, 35.00 MT load design,100x2mm MS flat

allround, 16mm ø plain round bar for lifting the cover

& should be fitted with plastic cups. Frame : 560 mm ø

clear opening, outer size- 888x888x175 mm. On the

upper periphery of frame 25 x 3 mm wide MS flat

should be well embed in concrete to protect the edges

of frame. FRC E.H.D.-35 manhole cover & frame

Carting and Fixing M.H., Chamber or Catchpite Seat

and Cover in line and level to match exisisting road

18 2.00 level in C.C. 1:2:4 and finishing smooth, watering and No 746.59

protecting for 7 days etc. complete as directed. M.H.

seat cover will be supplied byA.M.C.(from any store)

(AMC approved rate)

Providing cast iron machine hole frame of weight 80 to

85 kg suitable for existing EHD- 35 FRC MH cover,

19 10.00 rate also incl. loading, unloading the frame as Kg 71.1

per instruction by engg. in charge. (AMC approved

Rate )Zonal Tender AMENDMENTS

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

20 5.00 prop. of CM (1:6) with 40 mm thick IPS flooring in the No 3110.8

prop M15 at bottom and 15 mm thick cement plaster

inside the catch pit in the proportion of CM (1:3)

without jali etc. comp. as directed. (AMC approved

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali

21 10.00 with frame 600mm x 600mm clear opening etc. comp.. No 1377.64

As directed by engineer incharge. (AMC approved Rate

Providing and placing in position 100 mm thick factory

made fair finish Precast RCC Rectangular frame &

perforated/ slotted Covers on drains Alcock, Vyara, of

footpath of various sizes, of M- 25 grade cement

concrete for RCC work, including cost of moulding,

reinforcement, rendering, etc i.c. cost of cartage, all

leads & lift, handling at site etc. all complete as per

direction of Engineer-in-Charge.(CG ROAD Approved

Excavation for foundation upto 1.5m depth including

sorting out and stacking of useful materials and

23 5.00 disposing off the excavated stuff up to 50 Meter Cmt 88.3

lead.(B)Dense or Hard soil (R&B Dist. AHMEDABAD

SOR 2021-22 No.04001B page No.41)

Excavation for foundation for depth from

1.5mto3.0min cluding sorting out and stacking of

24 40.00 useful materials and disposing off the excavated stuff Cmt 95.8

upto 50 Meter lead.(B) Dense or Hard soil (R&B Dist.

AHMEDABAD SOR 2021-22

Excavation for foundation upto 1.5m depth including

sorting out and stacking of useful materials and

25 15.00 disposing off the excavated stuff upto 50 Meter Cmt 69

lead.(A)Loose or soft soil (R&B Dist. AHMEDABAD SOR

2021-22 No.04001A page No.41)

Excavation for foundation for depth from 1.5m to

3.0m including sorting out and stacking of useful

26 5.00 materials and disposing off the excavated stuff upto Cmt 76.5

50 Meter lead.(A) Loose or soft soil (R&B Dist.

AHMEDABAD SOR 2021-22 No.04002A page No.41)

Box cutting the road surface to proper slope and

camber for making a base for road work including

27 12.00 removing the excavated stuff and depositing on the Cmt 205.35

road side slope as directed upto 50Mt.lead. ( R&B

Ahmedabad Distric SOR 2023-24 Item No.26B008)

Filling available excavated earth (excludingrock)

intrenches. plinth,sides of foundations etc. Inlayers

28 12.00 not exceeding 20cm. Indepth consolidating each Cmt 78.55

disposited layer by ramming and watering.(R&B Dist.

AHMEDABAD SOR 2021-22 No.4006 page No.43)

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm.thickness including

29 12.00 watering,ramming and consolidating etc. complete. Cmt 192.45

(R&B Dist. AHMEDABAD SOR 2021- 22 No.04008A

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

Cement : 5- fine sand : 10- graded brick bat aggregates

30 15.00 40mm nominal size) and curing omplete.(R & B SOR Cmt 1901.59

Item code 05009A, NBO 5.3.8 Page 74) Road Zonal

Providing and laying cement concrete 1:3:6 (1-Cement

: 3- coarse sand : 6- hand broken stone aggregates

31 5.00 mmnominal size) and curing complete excluding cost Cmt 2976.00

of formwork in (A) Foundation and Plinth (R&B

Ahmedabad City SOR 2023-24, Item No.05003A 5.3.3)

Supplying and Spreading good quality coarse sand free

32 5.00 from Impurities including Transporation to Site and Cmt 312.5

labour cost for Spreading etc. Comp. as directed.(

Approved AMC rate)Road Zonal tender 2022-23

Providing, laying, spreading and compacting graded

stone aggregate to wet mix 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.(RA Approved St.Com.Res

No.189,Dt.19/05/2022)Road Zonal tender 2022-23

a 15.00 Production & Supply of WMM Cmt 1708.13

b 15.00 Laying of WMM Cmt 31.25

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

34 45.00 position complete upto floor two level (R&B Kg 75.46

Ahmedabad City SOR 2023-24, Item No.05014C-

Providing, fabricating, assembling, hoisting / erecting

and fixing inposition structural steel work at all

heights/ all levels/ all shapes &sizes with all leads &

lifts using any type of section like MS Rolled Steel

Sections, Hollow sections, Tubular Sections, MS Plates,

Chequered Plates etc. all confirming to latest relevant

IS codes for the work of steel structures railings,

signage pole, jali, gates, Bus shelter, screen wall, smart

pole, commercial pole, gantry structure, grills,

bracings, bollards, foundation plate and bolt,

platforms, brackets, cattle trap, framing foradvertise

box on lighting pole, electrical elements etc. including

straightening, cutting, bending, bolting and welding

the members all as per structural drawings and as per

65.00 detailed specifications (for materials & workmanship)

including necessary scaffolding/ staging, anchor

fasteners etc. complete in the situations described

hereinafter and comprising of : i) Profile Cutting of

components to required lengths/ widths and shapes/

profiles; ii) Smooth grinding / machining of edges /

faces / all welding joints; iii) Necessary welding

(electric arc welding) for required weld lengths and

sizes shall be carried out by qualified

welders. iv) The fabrication work shall start only after

approval of the fabrication drawings. Any change

required in the fabrication drawings shall be carried

out at no extra cost. Fabrication shall be in a perfect

Architectural workmanship manner and as provided in

Section V & VI of IS 800 & IS

7215. v) Electrodes for welding, the procedure,

0.00 selection, test and inspection shall confirm to

provisions in IS816, IS818, IS822 & IS823.

0.00 vi) Erection / hoisting shall commence only after

approval of fabricated parts by the Engineer in charge.

vii) Necessary arrangements of templates to keep the

0.00 foundation bolts in position, shall be made by

contractor without any extra cost.

viii) The rate shall include for applying two or more

0.00 coats of approved make and shade PU paint over two

coat of anti corrosive epoxy base primer, as per

instructions. In case of CNC work,

0.00 extra cost of CNC work shall be paid in relevant tender

Removing and refixing existing railing (upto 0.60 mt

height) as a barricadding or diversion lane as per

requirement of project execution stage and as

directed by engineer in charge. Rate shall be inclusive

of required foundation and steel member for fixing of

36 35.00 railing. After completion of work,contractor shall Rmt 82.96

dispose all material related to railing/ barricading i.e.

disposal of unserviceable material with all lifts and up

to any lead at non objectional place and stacking the

serviceable material (structural elements) upto AMC

store including loading, unloading as directed by

Engineer-in-charge(CG Approved Rate)

Providing and Casting in situ ordinary cement concrete

M200 for R.C.C. Raft and cutt off walls including

37 2.00 necessary shuttering laying, vibrating, ramming and Cmt 3672.3

curing complete.(B) Walls, fom top of foundation level

upto floor two level (upto 10ton). (As Per Auda

Providing & Applying Trimix with Machine floater

38 35.00 machine on constructed RCC work including Machine Smt 48.21

& Labour etc Comp as directed.

Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc

39 65.00 comp. as dir.For pavement aI) Laying on Sand Smt 69.64

bedding as per requirement to fix the C.C.Block /

Nibhada Stone in Line & Level

Supplying and fixing of 380 mm H x 300 mm L x

mm B Kerb block for Central Verge in M-20 grade

using 20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork, mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc.

40 45.00 complete. The rate shall also include necessary cutting Rmt 431.96

of asphalt, fixing the Kerb stones in line and level on

cm thick sand bedding with necessary equipments and

materials. The rate shall also include the flush pointing

in CM (1:3) for all joints of the kerbstones. Filling of

zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable

mixture. In any case Gravel or such type of materials

shall not be allowed for production.(AMC approved

Rate )a) Laying on 5 cm thick Sand Bedding

Supplying and fixing of 300 mm-L x 150 mm-B x

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

mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc.

41 150.00 complete. The rate shall also include necessary cutting Rmt 350.89

of asphalt, fixing the Kerb stones in line and level on

cm thick sand bedding with necessary equipments and

materials. The rate shall also include the flush pointing

in CM (1:3) for all joints of the kerbstones. Filling of

zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as

directed by Engineer in change to form a portable

mixture. In any case Gravel or such type of materials

shall not be allowed for production. (AMC approved

Rate (a) Laying on 5 cm thick Sand Bedding

Pre cast concrete kerb Providing and fixing M25 Grade

of concrete precast exposed / Fair finish / texture

finish kerb stones of approved make as per approved

sample of any size and any type. 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 system with

chamfered type of kerbs including necessary

accessories of kerb like radius kerb, angles and

quadrant kerbs, droplet kerbs etc. complete as per

drawing. Kerb 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 in above item description as per BOQ (a)

hight x 600x 150 mm high median kerb.As per

Pre cast concrete kerb Providing and fixing M25 Grade

of concrete precast exposed / Fair finish / texture

finish kerb stones of approved make as per approved

sample of any size and any type. 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 system with

chamfered type of kerbs including necessary

43 accessories of kerb like radius kerbs, angles and Rmt

quadrant kerbs, droplet kerbs etc. complete as per

drawing. Kerb 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 in above item description as per BOQ

0.00 (b) 380 x 600 x 150 mm high Footpath kerb. As per

Providing & laying Mountable type Central Verge

including casting of Kerb of size 15.00 x 32.50 Cm by

mechanical Kerb casting machinery and oil paint

colour to Center verge (Kerb) by Yellow/white and

44 45.00 Black patta (Three Coat) one coat of priming & two Rmt 361.75

coat of oil Paint including cost of material required for

paint and all labourworketc complete as per direction,

detailed drawing and instruction of engineer incharge

.(Including Epoxy Piant of Approved Quality) (Central

Verge) Rate Anlaysis as per AUDA tender

Supplying and fixing for central verge 230 mm L x

mm Width x 680 mm H Supplying & Fixing in M-20

grade using 20 mm nominal size black trap aggregate

of sevaliya/timba or equivalent quality for pre-cast

blocks,reasonably exposed finish/formwork,mould

with well equipped with vibratory system for kerb

stones of approved design including

curing,etc.complete,including the cost of formwork

45 45.00 etc.complete.THe rate shall also include necessary Rmt 1376.75

cutting of asphalt,fixing the kerb stones in line and

level on 5 cm thick sand bedding with necessary

equipments and materials.The rate shall also include

the flush pointing in CM(1:3)for all joints of the

kerbstones.Filling of Zari alone the sides of the kerb

stone fixed with bituminous concrete mixed in proper

position as directed by engineer in charge to form a

portable mixture.In any case gravel or such type of

materials shall not be allowed for production. (based

on Road Project sor)

Providing and Laying of Rubber Moulded Paver Block

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

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

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

46 150.00 grading and specification. The paver block shall be Smt 501.6

mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of

flooring work only. It should be laid in such a way that

the no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be cut

by machine only and carting. The finished surface of

the paver block shall have resonably good, plain

finished. Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5cms

thick sand beddding.(AMC approved Rate )

Providing and laying of interlocking grey Paver Blocks

of high density 80mm thick made from M-40 grade

concrete using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality,

OPC 53 grade cement with contractor's own concrete

mix design as approved by AMC, for parking, road.

Cost Includes formwork, using rubber/FRP mould,

laying paver block as per required grading and

47 5.00 specification laid paver block shall be mechanically Smt 572

compacted. The work of the paving blocks shall be

executed in line and level by skilled mason of flooring

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

cutting of the paver block to be necessary. Cutting of

paver block by machine cut only and carting to be

done. The Finished surface of the Paver Block shall

have reasonably good plain finish. Paver blocks shall

be compacted and shall be re-laid if necessary. Gravel

or such type of materials shall not be allowed for

production. Laying on 5 Cms thick sand bedding.

Paver Block Providing and laying shot blasted Non -

interlocking, Paver blocks 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 areas, service lanes,cross over

and other areas as mentioned in the drawing.

Including providing and laying 50 mm thick averave

bedding layer of coarse sand below paver block as per

required grading and specification. Laid paver block

25.00 shall be mechanically compacted. The work of the

48 paving blocks shall be executed in line and level by Smt

skilled mason of flooring work only. Small size of paver

block with same specification shall be used at residue

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. Pave blocks shall be

compacted and shall be re-laid if necessary. Actual laid

area shall be measured and paid without any wastage.

(A)60 mm thick M-35 grade Grey Paver block of size

Paver Block Providing and laying shot blasted Non -

interlocking, Paver blocks 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 areas, service lanes,cross over

and other areas as mentioned in the drawing.

Including providing and laying 50 mm thick averave

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 specification shall be used at residue

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. Pave blocks shall be

compacted and shall be re-laid if necessary. Actual laid

area shall be measured and paid without any wastage.

(A) 80 mm thick M-35 grade Grey Paver block of size

Labour work of fixing kurb any design of central verge,

(both side) footpath kurb, items includes necessary

excavation, asphalt cutting of any thickness, erecting

50 20.00 in line and position and pointing with cement mortar Rmt 136.4

(1:3), watering, etc complete, filling with zari along the

side of the kurb, the kurb stone fix prepared with

bitumnious top surface, as directed by engineer in

Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm thick sand bedding,

51 800.00 levelling,watering and fixing in line & level as well Smt 68.64

cleaning the site etc.comp. as directed.(AMC approved

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 charge.

Removing and refixing of kerb Removal of

existing kerb stones of any type, any size, any

thickness in safe manner with base PCC including

excavation etc and refix the same as desired location

as per drawing and as directed by Engineer in charge.

Rate shall be inclusive of removing with all subbase

53 20.00 (including excavtion), refixed the same (approved Rmt 72.32

before reuse) on existing base PCC, addition kerb of

same profile (if required and shall be paid relevant

tender item), disposal unserviceable material with all

lifts and up to any lead at non objectional place and

stacking the serviceable material (paver) upto AMC

store including loading, unloading as directed by

Engineer-in- charge.

Filling Zari Filling of Zari along the sides of the

kerbstone fixed, prepared with Bituminous Concrete

54 20.00 mixed in proper proportion as directed by Engineer- In Rmt 50

- Charge to form a pourable mixture. (Street

Devlopment of Dehgam Road From Devi Cinema

Providing and laying cement concrete tactile tile (for

vision impairedpersons as per standards) of size 300 x

300 x 25 to 30mm of Vyara, Super, Nishu approved

make and pattern having water absorption not over

6% and conforming to IS: 13801:1993, of approved

55 2.00 make, pattern and shade (with UV light resistant Smt 702.24

colours from Lanxess only) in outdoor floors such as

footpath, court yard, multi modals location etc., laid

on 30 to 40mm thick base of cement mortar 1:4 (1

cement : 4 coarse sand) in all shapes & patterns

including grouting the joints with white cement mixed

with matching pigments etc. complete as per direction

of Engineer-in-Charge.(CG Road Approved Rate)

Pre cast Cylindrical Bollard Providing and fixing

cylinder pre cast bollard with exposed/ fair finished

made in M-30. Bollard is precast with cement concrete

of M-30 grade by providing 4 no of 12 mm dia. tor

steel by vibro compaction method using FRP/steel

mould for achive shutttring finish as directed and

approved by EIC. Sample shall be approved.

Approximate size of bollard is 900 to 1000mm height x

225 to 300mm dia. Rate shall be inclusive of concrete,

56 25.00 reinforcements as stated in the item description, No 1084.49

necessary moulds, pouring, placing, compaction,

necessary curing, all accessories required for fixing,

with all taxes, transportation, loading and unloading

charges. Additional reinforcement, if any shall be

measured and paid for in the relevant tender item.

The rate shall also include for erecting and fixing the

pieces in position etc complete as per drawing. The

rate shall also include the cost of excavation, base PCC

M15 grade and finish good, curing etc complete as

directed by engineer in charge.(C G Road tender

Providing and applying Synthetic Enamel Paint on

existing MS structural steel work with minimum two

coat of paint of approved make and shade including

57 8.00 cleaning all dust, durt and other foriegn matters, sand Smt 66.07

papering, scafolding etc with all material labour

equipments for all height as directed by engineer in

charge.(C G Road tender Approved Rate)

Painting Two Coats on divider and footpath curb

surface / New Concrete Surface ( Painting two coats

58 801.00 after filling the surface with synthetic enamel paint in Smt 71.86

all shades on new plastered concrete surfaces) (AMC

approved Rate )

Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35.

The finished surface to be level, uniform and free from

streaks and holes.) Directional Arrow, Lettering. (AMC

Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens (No glass bed lens)

capable of providing total internal reflection of the

light entering the lens face and shall support a load of

13635 kgs .tested in accordance to ASTM D 4280 Type

Hand complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97-DO III

Dt 11.06.1997 .The height, width and length shall not

60 exceed 20 mm, 130 mm and 130 mm and with Nos 320.86

minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree.The

strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 2mm and

0.00 height not less than 30 +/-2 mm) from the body is to

be a minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go

inside,without nails and using epoxy resin based

adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC35-

2015 and as directed by Engineer-in-charge. (R & B

SOR 2021-22 Item No. 26162A, page 239)

Providing and setting 50 to 60 mm thick rouge kotah

stone water table in line, level and in required

gradient including 25 mm thick beddcing in C.M. 1:6 (1

Part of cement : 6 Part of coarse sand) with sufficient

61 ramming consolidation. Providing joints in C.M. 1:3 (1

Part of cement : 3 Part coarse sand) and smooth

pointing in C.M. 1:1 (1 Part of Cement, 1 Part of coarse

sand) including watering etc. complete and as per

details in tender specification & as directed by

engineer in charge. (SMC Approved tender Rate) Road

Zonal tender 2022-23

b 3.00 Size : 1' x 1'(40 to 50 mm thick) Rmt 103.52

Providing and fixing SS 304 grade satin finish

perforated dust bin / litter bin of size 850 mm x

mm x 850 mm and capacity 50 Ltr each bin madeout

of minimum 1.2mm thick sheet with pole of Saflow,

Jindal, KMGS and as per approved sample. Dust bin

shall be floor mounted with both side pivot for tilting

62 1.00 having stand arrangement. Both bin shall be covered No 16261

with SS sheet. Dust shall be having chemical resistant,

blended with stabilizers, Anti Corrosive, Anti Acidic,

Non toxic and free from joints, welds or rims; open

from either side for easy garbage drop even from

distance, Dustbin shall be as per approved and

seperate Dustbin for Dry and wet Waste shallbe

provided( Green and Blue Colour Demarcation on it)

(CG Road Approved Rate)

Providing and making Tree pit. It includes excavation

upto 600 mm depth including removal of the debris,

Size of the pit is 1000 mm dia. Hume pipe of 900 mm

dia NP2 class with 500 mm height to be placed in the

excavated pit and outside area of the Hume pipe to be

filled with the good quality earth completed as

63 9.00 directed by Engineer-in-Charge. Hume pipe shall be No 844.87

filled with the garden soil,( 10Kg/ per Tree pit of Vermi

Compost or mixture of decade neem cake and tobaco

powder). upto required depth and remaining bottom

part shall be filled with good soil completed as

directed by Engineer-in- Charge. Rate includes rate of

hume pipe, garden soil with Vermi Compost or mixture

of decade neem cake and tobaco powder , good soil

etc.(CG Road Approved Rate)

Providing and fixing tree guard, fabricated from 25 x

25 x 3 mm MS angle and 32 x 32 mm of 3.2 mm thick

MS weld mesh as per drawing and details. Necessary

provisions for the anchoring to floor shall be made in

the tree guard. Tree guard shall be painted with 1 coat

of epoxy primer of 50 to 60 micron DFT (dry film

64 2.00 thickness) and 2 top coats of Metal PU Paint of having No 2131.91

DFT 40 to 50 micron of approved shade of MRF or

equivalent paint as per manufacture’s specification

over all the surfaces or as specified in the drawing as

per the shade approved as per the drawing and

specification. The rate shall also include the fixing of

necessary name plate. (Sample to be approved) (CG

ROAD Approved Rate)

Providing and fixing 75 mm thick Tree Grating

950*950*75 mm as per design and drawing. The rate

shall be inclusive of providing and laying 50 to 80 mm

thick average bedding layer of coarse sand below tree

65 15.00 grating as per required grading and specification. The No 836.61

centre of the grating to be same as the centre of the

tree trunk. The grating to be 8 pieces as per drawing.

The work of the grating blocks shall be executed in line

and level by skilled mason of flooring work only. (Sola

Scienecity Road tender Rate)

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 of as per approved sample

of approved make for suite drain besides paking area

and other areas as mentioned in the drawing.

Including providing and laying 50 mm 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 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) 600 mm X 300 mm X

100 mm thick M-25 grade Grey dished curved channel

DWC Pipes Supplying and laying following sizes Double

walled corrugated HDPE pipes confirming IS

Part 1 & Part 2 of approved make in open / concealed

in manner including excavation and back filling (if

required) as per layout and drawing and re-filling the

trenches etc. complete as directed. (NP Class) 120 MM

OD DWC Pipe(CG Road approved Rate)

Brick work using common burnt clay building bricks

having crushing strength not less than 35kg./Sq.Cm. In

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

Cement: 5 -fine sand)(B) Conventional

Providing 15mm thick cement plaster in single coat on

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

69 31.00 interior plastering upto floor two level and finished Smt 104.06

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

cement:3-sand) (R&B SOR)

Providing and laying in position Ready Mixed M

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

70 1.00 R.M.C. from transit mixer to site of laying, excluding the Cmt. 4793.10

cost of centering shuttering finishing and reinforcement

including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without impairing

strength and durability as per direction of the Engineer

- in - charge. ithout Fly Ash (Min cement level as per

latest IS 456 shall be maintained) (R&B Ahmedabad

City SOR 2023-24, Item No.5055)

Providing, supplying and fixing pre cast C.C. blocks (M-

20) edge kerb having size of 75 x 300 x 300 mm depth

71 43.00 and as per design conveying it to the site, jointing into Rmt 195.54

C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc. completed. ( App Rate )

% ABOVE or % BELLOW

CONTRACTOR'S SIGNATURE Add .CITY ENGINEER

& STAMP (North West Zone)

Name of Work - Providing New Footpath, Present Footpath Repairing,

Curbing repairing and Footpath&Central Verge Colour work

in Shayona area and other different places in Chandlodia

Ward of North West Zone.

Here's a general outline:

1. Site Preparation

Surveying and Marking: Marking the designated area for footpath construction.

Clearing and Excavation: Removing vegetation, debris, and existing structures.

Earthwork: Excavating to the required depth and compacting the subgrade.

2. Base Preparation

Sub-base Layer: Laying and compacting a granular sub-base material (e.g., crushed stone) for

Base Course: Adding a concrete or asphalt base layer for structural support.

3. Drainage System

Installation of Drains: Adding side drains or cross drainage to prevent water accumulation.

Slope and Gradient: Designing the footpath to ensure proper runoff.

4. Footpath Construction

Pavement Material:

Concrete, asphalt, paver blocks, or natural stone as per design.

Mixing, placing, and compacting concrete or asphalt layers.

Surface Finishing: Smoothing or texturing the surface to ensure slip resistance.

Expansion Joints: Installing joints in concrete footpaths to prevent cracking.

5. Kerb and Edging

Kerb Installation: Laying curbs to define the boundary between footpaths and roads.

Edging Materials: Using stones, bricks, or concrete for neat edges.

6. Utilities and Accessories

Utility Integration: Installing conduits for electrical cables, water pipes, or other utilities.

Fixtures: Adding bollards, railings, benches, or street lighting where necessary.

7. Landscaping and Aesthetics

Green Zones: Incorporating tree pits or planting areas if required.

Tiling/Designs: Using decorative pavers or tiles for aesthetic appeal.

8. Safety Measures -Traffic Management: Setting up temporary barricades and signage

during construction.

Pedestrian Safety: Providing alternate routes for foot traffic.

9. Quality Control -Material Testing: Ensuring materials meet quality standards.

Compaction Tests: Verifying proper compaction of the base and sub-base layers.

Final Inspection: Checking alignment, levels, and overall quality.

10. Completion and Handover

Cleaning: Removing construction debris and waste.

Sign-off: Final approval by authorities or stakeholders.

Sign of Contractor with Seal Dy. City Engineer

Place - North West Zone

GENERAL CONDITIONS OF CONTRACT

4.1 INVITATION TO TENER

a) The Municipal Commissioner for and on behalf of the Ahmedabad Municipal

Corporation, Ahmedabad, hereinafter referred to as the Corporation, will receive

on line tenders for the construction works according to the specifications and

Schedule of Quantities in the tender documents herewithattached.

b) The Corporation reserves the right to reject all the tenders or the lowest or any

other tender which in the judgement of the Corporation does not appear to be in its

best interest, and the tenderer shall have no cause of action or claim against the

Corporation or its officers, employees, successors or assignee for rejection of its

c) The Municipal Commissioner does not bind himself to accept the lowest or any

tender. If the tenderer wishes to offer discount in the event of the entire work being

awarded to him, he shall state so in thetender.

d) Tender documents are nottransferable.

4.2 TENDER VALIDITY PERIOD

Thetendershallbekeptvalidforacceptanceforaperiodofonehundredtwenty(120)

calendar days from the last date of online tender submission.

4.3 LANGAUGE OF TENDER

Tenders shall be submitted in English, and all information in the tender shall be in

English. Information in any other language shall be accompanied by its translation in

English. Failure to comply with this may disqualify a tender. Only English text shall

4.4 TENDER DOUCMENTS

The tender documents contains

1) Technical bid (uploaded in www.amc.nprocure.com)

2) Financial bid (uploaded in www.amc.nprocure.com)

3) Drawings (uploaded in www.amc.nprocure.com)

4) Any addendum (uploaded in www.amc.nprocure.com)

5) Tender fee (in form of DD)

6) Earnest Money Deposit (in form of DD/ Bank Gaurantee)

7) A certificate of registration as approvedContractor.

8) An Income-tax clearance certificate for the last three financial years.

9) A solvency certificate.

10) Company Profile

11) Details of the work of similar type and magnitude carried out by the tenderer

including names of the authorities for which works were executed.

12) Any litigation history

13) Any other documents uploaded in www.amc.nprocure.com)

4.5 EARNEST MONEY DEPOSIT

a) 1 % EMD of Estimate put to tender (in form of Demand Draft/ Bank Gaurantee) in

favour of Municipal Commissioner, Ahmedabad is to be submitted.

b) Bank Guaranteed must be from approved list of AMC of banks as specified in

Annexure - 1 and the issuing branch of bank guarantee shall be of Ahmedabad city

only and it should be valid for 180 days from the last date of tender submission.

E.M.D. shall be submitted physically along with the Physical Submission.

c) Tenders not accompanied by Earnest Money as required shall be rejected as non-

d) In case of Bank Guarantee, the same shall be valid for 180 days from the last date of

tender submission

e) If during the tender validity period, the tenderer withdraws his tender or the

successful tenderer fails to accept the contract within 10 calendar days after

receiving notice of the award of contract and fails to submit contract deposit, the

earnest money in the form of D.D/ bank guarantee shall be forfeited and the

tenderer may be disqualified from tendering for further works with the Municipal

Corporation ofAhmedabad.

f) After the award has been finalised, the Earnest Money will be returned to the

respective tenderers.No interest will be paid on any tender deposit /guarantee.

4.6 Income Tax Clearance Certificate

In case of domestic tenderers, the tender must be accompanied by an Income-Tax

Clearance Certificate for the last three financial years in the form attached (Form

‘B’). In case it is not possible to furnish such a certificate, the tenderers should

submit with the tender, information regarding the Income-Tax, circle or ward of the

district in which he is assessed for Income Tax, reference number of the assessment

and the assessment year in the form attached (Form ‘C’). If a tender is submitted

without complying with these requirements, it is liable to be rejectedoutright.

4.7 SOLVENCY CERTIFICATE

Solvency Certificate of an amount 20 % of the tender estimated cost shall be

enclosed with technical bid. Bank Solvency shall not be older than one-year period as

on the last day of the month previous to the one in which Tender are invited. If he

fails to produce such certificate his tender will not be considered.

4.8 LITIGATION HISTORY

The bidder should provide accurate information on any litigation history

orarbitration resulting from contracts completed or under execution by him over

the last ten years. This should also include such cases, which are inprocess/progress.

A consistent history of awards against the bidder or any partner of a joint venture

may result in failure of the bid. In case the bidder has not provided such information

and has come to the notice of the Authority, the tenderwill be rejected at

whatsoever stage and in such case all the losses that will arise out of this issue will

be recovered from the tenderer/contractor and he will not have any defense for

4.9 SUBMISSION OF TENDER

a) Tenderer shall have to quote the financial bid on line www.amc.nprocure.com on

(+/-) percentage only.

b) The sealed envelopes shall show on the outside, the name of the tenderer and his

addresss, name of work, Tender Id Number. In addition, the lower left hand corner

of the envelope or other container should indicate the Contract number and the

tender opening date. Tenders which are opened before the due date with no

indication having been given on the outside of the envelope or container to indicate

that it is a tender liable to be disqualified.

c) The above documents shall be reach up to 17.00 hrs. on 04/12/2024at the following

address via RPAD/ Speed post/ Courier / in person.

d) No tender shall be accepted unless both the envelope is sealed. Tenderers shall not

be allowed to fill in or seal their tenders at the Municipal Office. Tenderers are

requested to present the tenders in good time on the stipulated day so as to avoid

rush at the closinghours.

4.10 INTERPRETATION OF DOCUMENTS

a) Tenderers shall carefully examine the Tender Documents and fully inform

themselves as to all the conditions and matters which may in any way affect the

work or the cost thereof. Should a tenderer find discrepancies in or omission from

the specification or other documents, or should be in doubt as to their meaning, he

should at once address a query to the Addl. City Engineer (North West Zone) Any

resulting interpretation of the Tender Documents will be issued to all tenderers as an

Addendum. Verbal clarification and/or information given by the Addl. City Engineer

(North West Zone) shall not be binding on theCorporation.

4.11 SITE VISIT

The tenderer shall be considered to have visited the site of work, fully acquainted

himself with the local situation regarding materials, labour and other factors

pertaining to work and studied the site before submitting the tender.

4.12 ERRORS AND DISCRIPENCIES IN TENDER

a) Any Errors or Discrepancies in the Schedule of quantities and Rates (Financial bid)

submitted with the tender be found to contain errors, or discrepancies the owner /

engineer will not permit any bidder to change the substance or price of his bid after

the bid opening. In case of discrepancy in the quoted percentage and

thecorrespondingamountthepercentagequoted in words in all cases shall govern.

Also the bidder will not be permitted to correct or withdraw material deviations or

reservations once bids have been opened.

4.13 EVALUATION OF TENDER

The following factors shall be considered for the Evaluation of tenders

i) Technicalcompetence.

ii) Relative quality of previousjobs.

iii) Organization setup.

iv) FinancialCapability.

4.14 BID OPENING

a) The Owner will open all the Bids received (except those received late), in the

presence of the Bidders or their representative who choose to attend. In the event

of the specified date of Bid opening being declared a holiday for the Employer, the

Bids will be opened at the appointed time and location on the next working day.

4.15 EMPLOYER’S RIGHT TO ACCEPT OR REJECT ANY OR ALL BIDS

a) Notwithstanding anything contained in this Bid, the Authority reserves the right to

accept or reject any Application and to annul the Bidding Process and reject all

Applications/ Bids, at any time without any liability or any obligation for such

acceptance, rejection or annulment, and without assigning any reasons therefore. In

the event that the Authority rejects or annuls all the Bids, it may, in its discretion,

invite all eligible Bidders to submit fresh Bids hereunder.

4.16 Award of Contract

Notification of award will be made in writing to the successfultenderer.

a) The contract will be awarded to the technically and financially qualified and

responsive tenderer offering the lowest overall evaluated tender or tenders in

conformancewithspecifications

b) Evaluation of tenders and policy for tenders under considerations, mentioned in

Section -5.A responsive tender is one which accepts all the terms and conditions of

the Tender Documents without any major modifications. A major modification is one

which affects in any way the price, quality, quantity or completion of works or which

limits in any way, any responsibilities or liabilities of the tenderer or any rights of the

Corporation, as specified in the Tender Documents. The Corporation may waive any

minor informality in a tender which does not constitute a major modification.

c) In case, the tender is found technically responsive, tenderer will be intimated

accordingly. Financial bid of only technically qualified tenderer will be opened.

Financial bid of the technically not qualified tenderer will be returnedun-opened.

4.17 SIGNING OF CONTRACT

a) The successful tenderer shall be required to execute the Contract within 15 days of

receipt of intimation to execute the Contract, failing which the Corporation will be

entitled to claim discount offered for payments of bills in spite of non-payment of

the bills within the stipulated time, if such non-payment is the result of non-

execution of the contract by the tenderer. Moreover if the contractor will not pay

security deposit and do the agreement within 15 days after issuing the first letter

from the authority or corporation, for that the registration will be kept in abeyance

for three years.

b) The person to sign the contract documents shall be the persons as detailed in Clause

No. signing of tenderdocuments.

c) The successful tenderer is now know as Contractor who execute the work as per

tender conditions and specification.

4.18 STAMP DUTY AND LEGAL CHARGES

It shall be incumbent on the successful tenderer to pay stamp duty on the contract and leg

4.19 SECURITY DEPOSIT

a) Within 15 days of receipt of the Letter of Acceptance, the Successful Bidder shall

deliver to the Employer a security deposit in the form of Bank Guarantee / Demand

Draft for an amount equivalent to 5% of the Contract Price valid for the period of

valid till 90 days beyond Date of completion of work.

b) The Security Deposit shall be payable in 15 days from date of receipt of LOA failing

which interest @4% per annum will be charged by AMC.

c) The successful bidder to whom ‘LOA’ has been issued shall enter into an agreement

at Employer’s office within 15 days of LOA.

d) However, the failure of successful bidder to pay ‘Security Deposit’ and signing the

contract shall constitute sufficient grounds for annulment of the award of contract

and forfeiture of the earnest money deposit, in which case the Owner/Engineer

may award the contract to the next lowest evaluated responsive bidder. In the

event of not finding any such bidders, the employer is empowered to call for

4.20 LIQUIDATED DAMAGES FOR DELAY -

(i) If the Contractor fails to complete the work under contract by the stipulated date, he

shall pay liquidated damages of 10 percentage of the remaining value of work from

the date of delaying the said work up to the date of completion and handing over

to the Ahmedabad MunicipalCorporation.

(ii) Delays for requiring payment of ten percentage liquidated damages of the remaining

amount of tender work for performance shall be sufficient for termination of

contract and forfeiture of security deposit including amount of performance bond in

respect of works estimated to cost more than Rs.15 lacs of performance and

registration of the contractor shall also be kept in abeyance for three years from the

date as fixed on allcases.

(iii) Further to above, AMC may take actions such as recovery by revenue ways and / or

else. Black listing the Contractor permanently and will inform all other Govt. / Semi

Govt. / Corporations / boards / Municipalities / Nagarpalikadepartments

(iv) If the contractor has gone against AMC for litigation or Arbitration for any reasons

whatsoever, the contractor will not be considered for the works after that date i.e.

contractor will be disqualified for the works after that date. Before proceeding for

Black listing the contractor, AMC may consult Legal Department of AMC.

4.21 EXTENSION OF TIME

If the Contractor shall desire an extension of the time for completion of the work on

the ground of his having been unavoidably hindered in its execution or any other

ground, he shall apply in writing to the Concerned Dy.Municipal Commissioner

before the expiration of the period stipulated in the tender or before the expiration

of 30 days from the date of which he was hindered whichever is earlier Concerned

Dy. Municipal Commissioner may, in his opinion, believe that there are reasonable

grounds for granting an extension, grant such extension, as he thinks necessary or

proper. The decision of the Concerned Dy. Municipal Commissioner in this matter

4.22 JOINT VENTURE AND SUBCONTRACT

a) Except where expressly specified in the Contract, the Contractor shall not

subcontract any portion of Work without the approval of the Employer’s

Representative. Any subcontracting shall not relieve the Contractor from any

contractual obligations or responsibility under the Contract.

b) The Contractor shall not be required to obtain consent for a subcontract for which

the name of the subcontractor and scope of works activities to be performed by him

is already stated in the contract or supply of material or engagement of labour.

c) No joint venture is allowed in this work.

4.23CARE OF WORKS, INSURANCE & INDEMNITY

a) Contractor shall be responsible for any Damage - damage may be causality, material

damage, neighbor's property / public property damage. Contractor shall be bound

for the Compensation for any damage due to contractor / during the execution of

b) From commencement to completion of the work as a whole, the Contractor shall

take full responsibility for the care thereof and for taking precautions to prevent loss

or damage except the loss/damage occasioned by Employer’s Risks or Force Majeure

Risks, which are not insurable as per hereof. He shall be liable for any damage or

loss that may happen to the works or any part thereof except the loss/damage

occasioned by Employer’s Risks or Force Majeure Risks. Any such loss or damage

shall be restored in good order and condition and in conformity in every respect with

the requirements of the Contract and instructions of the Engineer-in-Charge at

Contractor’s cost. The re-doing or repair of Permanent Works occasioned by

Employer’s Risks or Force Majeure Risks which are not insurable shall be paid by the

Employer as per variation order provided such a loss or damage could not have been

foreseen or avoided by a prudent person.

c) The Employer shall not be liable for in respect of any damages or compensation

payable to any workman or other person in the employment of the Contractor or

any subcontractor, other than death or injury resulting from any act or default of the

Employer, his agents or servants. The Contractor shall indemnify and keep

indemnified the Employer against all such damages and compensation, other than

those for which the Employer is liable as aforesaid, and against all claims,

proceedings, damages costs, charges and expenses whatsoever in respect thereof or

in relation thereto.

d) Insurance of labourers :The Contractor shall be responsible to arrange for insurance

of all labourers. Skilled and unskilled, workers, supervisors etc., employed by him as

per labour regulations of thestate.

4.24 CONTRACTOR TO CONSTRUCT THE WORKS

a) The Contractor shall with due care and diligence design (to the extent as provided

for in the contract), execute and complete the works and remedy the defects if any

in accordance with the provisions of the contract, detailed design and drawing for

permanent works shall be made available by AMC.

b) Contractor shall provide all superintendence, engineer, labour, materials, plant,

contractor’s equipments, and all other things as may be required to design, execute,

complete, and maintain during defects liability period the works.

c) Any defect, error, omission, fault shall be immediately brought to the notice of the

Engineer-in-Charge and/ or his authorized representative before or during the

execution of the works.

d) The Contractor shall take full responsibility for the adequacy, stability, safety of all

site operations and methods of construction. Contractor shall not be responsible for

the design and specifications of the Permanent Works not designed by him.

e) The Contractor shall be responsible for:

 The accurate setting out of the Works in relation to original lines, levels, and points

of reference given and getting the same approved from the Engineer-in-Charge

and/or his authorized representative.

 The correctness of all positions, levels, dimensions and alignment of all parts of the

 The provision of all necessary instruments, appliances, and labour in connection with

the foregoing responsibilities.

 Contractor shall rectify all errors during execution of works at his cost except for the

errors that occur due to supply of incorrect drawings or instructions by the Engineer.

f) The checking and approval by the Engineer of any alignments, levels and setting out

shall not relieve the Contractor of his responsibility for accuracy thereof.

g) The Contractor shall provide and maintain a site office at plant with toilet facility for

the Engineer and his staffs for the complete duration of the contract at no cost to

4.25 DEFECT LIABILITY PERIOD

a) 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) (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) (c) for major projects costing more than Rs. 1 crore, the period shall be 12 months

from the certified date of completion which should include one monsoon.

d) (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

e) The Contractor shall have full regard throughout execution, completion and defects

liability period to following safety aspects and shall take all necessary steps to ensure

that danger to safety is avoided all the time in respect of,

a. Safety of the works.

b. Safety of the Contractor’s employees and all the persons directly or indirectly

engaged by him for the works.

c. Safety of all the employees including persons working on other contracts of

Employer at the same site of the Employer and Engineers employees engaged at

d. Any authorised third party persons on the site.

e. Contractor’s plant and equipment

f) The Contractor shall provide and maintain at his costs all lights, guards, fencing,

warning signs, barricading, and cones; when and where necessary, or required by

Engineer-in-Charge and/or his authorized representative or by any duly constituted

authority for the protection of the works or for the safety and convenience of the

public or other.

g) Insurance of labourers :The Contractor shall be responsible to arrange for insurance

of all labourers. Skilled and unskilled, workers, supervisors etc., employed by him as

per labour regulations of thestate.

h) The Contractor shall take all reasonable steps to protect the environment on and off

the site and avoid damage or nuisance to persons or property of the public and

others arising as a consequence of his method of operation.

i) The Contractor shall maintain in good condition all work throughout execution,

completion, and defects liability period. The contractor shall be responsible for and

to make good all injuries, damages and repairs, rendered necessary by fire, rain,

traffic, floods or other causes.

j) All the scaffolding work, wherever required for the execution of work, shall be

provided by the contractor. Nothing extra shall be payable on this account. It shall be

provided strictly with double scaffolding system with all the accessories etc. with

adjustable suitable working platforms to access the areas, with ease for working and

inspection. It shall be designed to take all incidental loads. It should cater to the

safety features for workmen. It shall be ensured that no damage is caused to any

structure due to scaffolding.

k) All temporary warning/ caution boards display such as “Construction Work in

progress”, “Keep Away", “No parking”, “Speed limit”, Diversion”, etc. shall be

provided and displayed during day as well as night time by the contractor, wherever

required and as directed by the Engineer. A signboard with project description,

Name of client Project, etc. should be displayed at proper locations as directed by

the Engineer at no extra cost.

l) Arrangement of temporary water and electricity connection required, by him, shall

be made by the Contractor at his own cost and also necessary permissions directly

from relevant Owners shall be obtained by him under intimation to the Owner. Also

all initial and running charges and security deposit, if any in this regard shall be

borne by him. The Contractor shall abide by all the rules/ bye laws applicable in this

regard and he shall be solely responsible for any penalty on account of violation of

any of the rules and byelaws in this regard.

m) During execution of works and in defect liability period ,In any case if any fatal

accident (major or minor) occurs due to poor work and poor safety precautions, then

it will be completely contractor’s responsibility and compensation for the same has

to be paid by tenderer. During execution of works and in defect liability period, If any

news is published in print/Electronic/Social media regarding inferior quality of work

and poor safety precautions, and due to inferior quality work any fatal injuries

occurs, all the losses due to such accidents and expenses of legal matters shall be

borne by contractor.

n) The Contractor shall be responsible for maintenance and watch and ward of the

complete installation and shall also be responsible for any pilferage, theft, damage,

penalty etc. in this regard. The Contractor shall indemnify the Owner against any

claim arising out of pilferage / theft, damage, penalty etc. whatsoever on this

account. Security deposit for the work shall be released only after the clearance is

obtained from the local authorities from whom temporary electric/ water I

telephone connection have been obtained by the contractor.

o) The Contractor shall depute Safety Engineer, Site Engineer & skilled workers as

required for the work. Necessary protective and safety equipments shall be provided

to them by the Contractor at his own cost and used at site.

p) If the contractor dose not provide experienced personnel like Plant Engineer, Site

Engineer etc, then the AMC may impose additional penalty which will be decided by

Engineer-in-Charge and/or his authorized representative. And it will be binding to

the contractor and such penalty may be deducted from contractor bill/Payment.

4.27LIABILITY OF ACCIDENTS TO PERSONS

Responsibilities and liabilities of the contractor under Workmen’s Compensation

a) In the case of an accident, in respect of which compensation may become payable

under Workmen’s Compensation Act, whether by the Contractor or by the Municipal

Corporation as principal Employer, it shall be lawful for the Engineer-in-charge to

retain out of money due and payable to the Contractor , such sum or sum of money

as may, in the opinion of the Engineer in charge, be sufficient to meet such a liability.

The opinion of the Engineer in charge shall be final in regard to all matters arising

under this clause.

4.28 SECURTIY & TRAFFIC ARRANGEMENTS

a) In event of any restriction being imposed by the Security Staff of Owner, Ahmedabad

Municipal Corporation, Government or any other local governing body having

control over the project, on the working or movement of labour, materials, the

Contractor shall strictly follow all such restrictions or instructions issued regarding

the same and nothing extra shall be payable to the Contractor on account of such

restrictions or instructions. In case of loss of time on this account if any, shall have to

be made up by generating additional resources etc.

b) General security restrictions are given as under:

i. The movement of trucks and vehicles shall be regulated in accordance with rules and

regulations as approved by competent authorities.

ii. The Contractor shall inform in advance, if required, the truck registration numbers

ownership of the trucks, names, and addresses of the drivers for necessary action by

the security agency.

iii. As and when there will be security requirements, certain additional restrictions can

be imposed as per the requirement of the situation.

iv. No claim whatsoever will be entertained by the Owner on account of any restriction

that can be imposed as per the requirement of the situation.

c) No inflammable materials including P.O.L. shall be allowed to be stored in huge

quantity at site. However, reasonable quantity may be permitted for storage, subject

to the compliance of all rules & instructions issued by the relevant authorities and as

per the direction of Engineer -in- Charge in this regard.

d) Contractor shall be fully responsible for any person’s injury or death which arises

during and in consequence of the performance of the contract. Employer, Engineer,

Engineer’s representative shall not be responsible for the same.

4.29 POSSESSION OF SITE

a) The Contractor shall commence the work as soon as is reasonably possible on

receipt of the “Commencement of Work Notice” from the Engineer.

b) The Employer shall give possession of part / parts of the Site to the Contractor from

4.30 INSTRUCTIONS

a) The Contractor shall, unless it is legally or physically impossible, execute and

complete the works and remedy defects therein in strict accordance with the

contract to the satisfaction of the Engineer. The Contractor shall comply and adhere

to the Engineer’s instructions on any matter, whether mentioned in the contract or

not, concerning the works. The Contractor shall take instructions only from the

Engineer (or his delegates).

4.31 SATTLEMENT OF DISPURES

In case of all the disputes, decision of the Municipal Commissioner, Ahmedabad shall

be final and binding to the Bidder.

a) Payments shall be adjusted for deductions for advance payments, retention, other

recoveries in terms of the contract and taxes at source, as applicable under the law.

The Employer shall pay the Contractor the amounts certified by the Engineer.

b) If an amount certified is increased in a later date certificate due to corrections in

previous certificates or as a result of an award from disputes review experts,

Contractor shall be paid such amount only. The Contractor shall not be paid any

interest upon such delayed payment.

c) Items of the work for which no rate or price has been entered in will not be paid for

by the Employer and shall be deemed covered by other rates and prices in the

d) All payments shall be made in Ahmedabad.

4.33 MOBILIZATION ADVANCE

No Mobilization advance payment shall be given.

4.34 TAXES AND DUTIES

a) The rates are inclusive of all the prevailing taxes (excluding GST) and duties of the

Central, State and Local Governing bodies prevailing on the date of award of the

contract. The Contractor will have to pay all such taxes (excluding GST) and duties

for the performance of this Contract. The Employer will deduct from the Contractor’s

monthly and other payments all taxes and duties, which he is bound to recover in

accordance with the applicable law.

b) The Contractor shall keep himself fully informed of all acts and laws of the Central &

State and local Governing bodies, all orders, decrees of bodies, tribunals having any

jurisdiction or authority which in any manner affect those engaged or employed, and

anything related to carrying out the work. All the bye-laws lay down by AMC and any

other local bodies while executing the work shall be adhered to. All taxes of local

bodies shall be borne by the contractor. The Contractor shall arrange to give all

notices required by any authority and to pay to such authority all the fees that may

have to be paid for the material, plants, equipments etc. The Contractor shall also

adhere to all traffic restrictions notified by the local authorities. He shall protect and

indemnify the Owner and its officials & employees against any claim or liability

arising out of violations of any such laws, ordinances, orders, decree, whether by

himself or by his employees or his authorised representatives. Any change in

prevailing taxes and duties at the time of bid due date, shall be paid / deducted at

actual as per Employer deside.

4.35 LABOUR WELFARE CESS

As per circular No. GHR/2005/04/CWA/2004/841/M-3 dt. 3/1/05 and G.R. No. CWA/

2004-1831-M(3) dt. 9/12/05 issued by G.O.G. 1 % cess tax (non-refundable) shall be

deducted from every bills which shall be deposited to Govt. Labour Department for

Labour welfare fund.

4.36 CURRENCIES

All payments shall be made in Indian Rupees only.

4.37 ADVANCE PAYMENT

No Advance Payment shall be made.

4.38 TERMINATION OF CONTRACT

The Employer shall be entitled to terminate the contract if the contractor:

(a) Contractor do not maintain the quality of work.

(b) Contractor do not obey the instruction of engineer-in-charge.

(c) Contractor do not acquired required labour, materials and machineries to complete

the work within time limit.

(d) Contractor do not complete the work within time limit

4.39 FORCE MAJEURE

a) Neither party shall be to liable to the other for any loss of damage occasioned by or

arising out of acts of god, and in particulars, unprecedented Floods, volcanic

eruption earth quake or other convulsion of nature, and other acts such as but not

restricted to general strike, invasion, the act of foreign countries, hostilities or war

like operations before or after declaration of war, rebellion, military or usurped

power which prevent performance of the contract and which could not have been

for seen or avoided by a prudent person.

4.40 SALIENT FEATURES OF SOME MAJOR LAWS

(a) Workmen Compensation Act 1923:- The Act provides for compensation in case of

injury by accident arising out of and during the course of employment.

b) Payment of Gratuity Act 1972: Gratuity is payable to an employee under the

Act on satisfaction of certain conditions on separation if an employee has completed

5 years service or more on death at the rate of 15 days wages for every completed

year of service. The Act is applicable to all establishments employing 10 or more

c) Employees P.F and Miscellaneous Provision Act 1952: The Act Provides for monthly

contributions by the employer plus workers @ 12%/8.33%. The benefits payable

under the Act are:

(i) Pension to family pension on retirement or death, as the case may be.

(ii) Deposit linked insurance on the death in harness of the worker.

(iii) Payment of P.F accumulation on retirement/death etc.

d) Maternity Benefit Act 1951:- The Act provides for leave and some other benefits to

workmen/ employees in case of confinement or miscarriage etc.

e) Contract Labour (Regulation & Abolition) Act 1970:- The Act provides for certain

welfare measures to be provided by the Contractor to contract labour and in case

the Contractor fails to provide, the same are required to be provided, by the

Principal Employer by Law. The Principal Employer is required to- take Certificate of

Registration and the Contractor is required to take license from the designated

Officer. The Act is applicable to the establishments or Contractor of Principal

Employer if they employ 20 or more contract labor.

f) Minimum Wages Act 1948: The Employer is supposed to pay not less than the

Minimum Wages fixed by appropriate Government as per provisions of the Act if the

employment is a scheduled employment Construction of Buildings, Roads, Runways

are scheduled employment.

g) Payment of Wages Act 1936:- It lays down as to by what date the wages are to be

paid when it will be paid and what deductions can be made from the wages of the

h) Equal Remuneration Act 1979:- The Act provides for payment of equal wages for

work of equal nature to Male and Female workers and for not making discrimination

against Female employees in the matters of transfers, training and promotions etc.

i) Payment of Bonus Act 1965: The Act is applicable to all establishments employing

or more employees. The Act provides for payments of annual bonus subject to a

minimum of 8.33% of wages and maximum of 20% of wages to employees drawing `

3500/- per month or less. The bonus to be paid to employees getting ` 2500/- per

month or above up to ` 3500/- per month shall be worked out by taking wages as `

2500/- per month only. The Act does not apply to certain establishments. The newly

set-up establishments are exempted for five years in certain circumstances. Some of

the State Governments have reduced the employment size from 20 to 10 for the

purpose of applicability of this Act.

j) Industrial Disputes Act 1947:- The Act lays down the machinery and procedure for

resolution of Industrial disputes, in what situations a strike or lock out becomes

illegal and what are the requirements for laying off or retrenching the employees or

closing down the establishment.

k) Industrial Employment’s (Standing Orders) Act 1946:- It is applicable to all

establishments employing 100 or more workmen (employment size reduced by

some of the States and Central Government to 50). The act provides for laying down

rules governing the conditions of employment by the Employer on matters provided

in the Act and get same certified by the designated Authority.

l) Trade Unions Act 1926:- The Act lays down the procedure for registration of trade

union of workmen and employe` The Trade Union registered under the Act has been

given certain immunities from civil and criminal liabilities.

m) Child Labour (Prohibition & Regulation) Act 1986:- The Act prohibits employment of

children below 14 years of age in certain occupations and processes and provides for

regulation of employment of Children in all other occupations and processes.

Employment of Child Labour is prohibited in Building and Construction Industry.

n) Inter-State Migrant workmen’s (Regulation of Employment & Conditions of Service)

The Act is applicable to an establishment which employs 5 or more inter-state

migrant workmen through an intermediary (who has recruited workmen in one state

for employment in the establishment situated in another state). The Inter-State

migrant workmen, in establishment to which this Act becomes applicable, are

required to be provided certain facilities such as housing, medical aid, travelling

expenses from home upon the establishment and back, etc.

o) The Building and Other Construction workers (Regulation of Employment and

Conditions of Service) Act 1996 and the Cess Act of 1996:- All the establishments

who carry on any building or other construction work and employ 10 or more

workers are covered under this Act. All such establishments are required to pay cess

at the rate not exceeding 2% of the cost of construction as may be modified by the

Government. The Employer of the establishment is required to provide safety

measures at the Building or Construction work and other welfare measures, such as

Canteens, First-Aid facilities, Ambulance, Housing accommodations for workers near

the work place etc. The Employer to whom the Act applies has to obtain a

registration certificate from the Registering Officer appointed by the Government.

p) Factories Act 1948:- The Act lays down the procedure for approval at plans before

setting up a factory, health and safety provisions, welfare provisions, working hours,

annual earned leave and rendering information regarding accidents or dangerous

occurrences to designated authorities. It is applicable to premises employing

persons or more with aid of power or 20 more persons without the aid of power

engaged in manufacturing process.

4.41 ARBITRATION

(i) A dispute with Contractor shall be finally settled by arbitration in accordance with

the Indian Arbitration and Conciliation Act, 1996, or any statutory amendment

(ii) Arbitration proceedings shall be held at Ahmedabad city only, and the language of

the arbitration proceedings and that of all documents and communications between

the parties shall be “English”.

(iii) The Arbitration shall be conducted by the experts from the panel of CIDCSIAC

ArbitrationCenter.

Sign of Contractor with Seal Deputy City Engineer

Place - North West Zone

Name of work : Providing New Footpath, Present Footpath

Repairing, Curbing repairing and Footpath&Central Verge Colour

work in Shayona area and other different places in Chandlodia

Ward of North West Zone.

DECLARATION FORM

1. I/We hereby declare that I/We have visited the and fully acquainted myself /

ourselves with the local regarding materials, labour and other factors

pertaining to the work before submitting this tender.

2. I/We hereby declare that I/We have carefully studied the conditions of

contract, specification and other tender documents of this work and agree to

execute the same accordingly.

Signature of the Contractor

SECTION – 5 Eligible Criteria

5.1 This invitation for bids is open to bidders who has necessary bid capacity and who

meet the following requirements:

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

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

Required class and or equivalent with specialization in road works. 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

5.2 Experience of Bidder

 Bidder shall have the required enough experience in the tender work

Tenderers shall present the following information online / hard copy :

(a) Experience of similar works with names of authorities for which the works were

5.3 Work Experience in Road works/ Water pipe line work/ Drainage line works/

Storm water line works/ Building reparing and renovation works/ Footpath works/ paver

a) Provide the experience details - Bidder has enough experience to execuret proposed

b) Provide the List of machinery in good working order available with the tenderer

which he proposes to deploy on the works

5.4 Financial Capacity of bidder

Submit the evidence of financial capacity to execute a contract of this magnitude in

terms of solvency certificate, annual turnover

a) Provide the Details of turn over carry out by bidder.

b) Provide the income tax clearance certificate

5.5 Eligible Material, Equipment and Services

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 Employer.

For purposes of Sub Clause 6.2, "origin" means the place where the materials are

mined, grown, produced or manufactured; similarly for equipments and from where

the services are provided.

5.6 EligibilityCriteria (This clause shall be applied for two bid system tender only)

Qualification will be based on meeting all the following minimum pass/fail criteria

regarding the bidder’s general and particular experience, personnel and equipment

capabilities, and financial position, as demonstrated by the bidder’s responses in the

forms attached. The bidder should be registered in required class with AMC, State

and Central Government and other Corporations / Boards. The AMC reserves the

right to waive minor deviations, if they do not materially affect the capability of a

bidder to perform the contract. Sub-contractor’s experience and resources shall not

be taken into account in determining the bidder’s compliance with the qualifying

GeneralExperience (This clause shall be applied for two bid system tender only)

The bidder shall meet with following minimum criteria :

i) Work Experience for tender work (as prime contractor) in last 7 years.

(a) Three similar completed works, each costing not less than amount equal to 40% of

the estimated cost.

(b) Two similar completed works, each costing not less than amount equal to 50% of the

estimated cost.

(c) One similar completed work, costing not less than amount equal to 80% of the

estimated cost.

One similar completed works ((Maintenance andMiscellaneous Repairing work in

Water Distribution Stations & Buildings work ) each costing not less than the amount

equal to 80% of the estimatedcost.

Joint Ventures are not applied.

General information of bidder

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:

3 Local office address (if any):

4 Telephone/ Contact:

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

 Affidavit. (if any)

5.7 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 document.

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

5.8 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

5.9 One Bid per Bidder

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 disqualified.

5.10 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 16, bids which are not substantially

responsive to the requirements of the bidding documents will be rejected.

5.11 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.

5.12 Bid Prices

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.

The bidder shall fill (in e-tender) in percentage rate above or below and total amount

The bidder shall fill (in e-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

5.13 Format and Signing of Bid

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

described in Instructions to Bidders.

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.

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

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

Occupations and addresses shall be printed below their signatures.

5.14 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 IFB.

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

returned unopened to the bidder.

5.16 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.

Sign of Contractor with Seal Deputy City Engineer

Place - North West Zone

Section – 6 Special Conditions

Name of work:- Providing New Footpath, Present Footpath Repairing, Curbing

repairing and Footpath&Central Verge Colour work in Chandlodiya gamtal area in

Chandlodia Ward of North West Zone

The work shall be completed with 12 Months (Excluding Monsoon) after the order to start

6.1 Safety and Protection

a) Contractor shall have to timely arrange the necessary bericadding materials as and

when required to prortect the site as per the instruction of engineer in charge.

b) The contractor shall be remain responsible for Workmen’s compensation if any

when such case occurs. The contractor shall arrange formed iampasant night and

fencing and pagi and shall be responsible for any damage of life and limb or property

if any happen, during the execution of work.

c) Follow the safety rules as per clause no.- 4.26, 4,27 and 4.28 of Section –

6.2 Register for work record

a) Contractor has to maintain the register for material procurement, progress register

and work execution as per the instruction of engineer in charge

b) Contractor (bidder who awarded the contract) has to maintain the register for

cement, steel, transport of materials, pipe lines, drawings, testing of materials, other

materials as per instruction of engineer in charge.

c) 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.

6.3 Stacking of Materials

a) Materails shall be stacked on site such that the any person, traffic shall not be

obstructed as per the instruction of engineer in charge.

b) In case of dispute for unseen or overlooked items the decision of the city Engineer

shall be final. The contractor shall have to give site clean of all rubbish on completion

of work and have over the building with final finishing of the work as directed.

c) All the rejected materials shall be removed from site within 24 hours by contractor

at this risk and cost.

d) Any lost of materials from the site shall be bared by the contractor. Contractor shall

not be charged fro loss of material or any person.

6.4 Execution of Work

a) Work shall be executed with proper planning. Bar chart shall be submitted in

advance to execute the work.

b) Required formalities like approval of bar bending schedule, pour card, safety

precautions shall be timely fulfilled by the contractor. Contractor shall be

responsible for the delay of work due to lack of formalities. No compensation shall

be given to contractor due to lack of formalities.

c) Advance approval shall be taken to execute the work in night / holidays.

d) Advance information shall be provided to engineer in charge for casting work/ deep

excavation work/ traffic diversion / any spectial work which affect the citizens or

6.5 Arrangement of Water and Electricity

a) The contractor shall have to make his own arrangement for water / electricity

required for the work and shall pay the water / electric charges as per water meter /

electric meter.

6.6 Accommodation of labours

a) Contractor has to arrange their of own accommodation for labours. No space will be

provided for accommodation by the client.

6.7 Quarry Materils

As per Circular No. MCR 2176 (96) 2418 (ii) GHH dated 31-03-77 issued by

Government of Gujarat contractors are requested to produce their quarry materials

for construction work through legal sources. i.e. only form the quarry lease holders,

permit holder or middle man who satisfies the contractor as to the legality of the

source of purchase by him on these materials.

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

i) Conditional tender will not be accepted.

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

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

in form of demand draft or in cash.

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

applicable. Form B1 & B2 can be is available in website.

Contractor’s Signature Deputy . C.E.(N. W. Z.)

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:- Providing New Footpath, Present Footpath

Repairing, Curbing repairing and Footpath&Central Verge Colour work

in Shayona area and other different places in Chandlodia Ward of

North West Zone.

Items Description Measurement shall

Center Line Marking Preparaition of drawing and Establishment of Center Line for the

proposed Right Of Way using Total Station survey method and Marking using good quality

enamel paint as directed by Engineer-In-Charge. Contractor shall get the drawings

approved from Architect and submit to AMC before commencement of the work. The

work includes traffic diversion provision so as to ensure smooth flow of traffic.(Heritage

Route Tapovan Visat Tender Approved rate)

Dismantling the following including loading, unloading and disposal of unserviceable

2 material for all lead or as directed by Engineer-In-Charge and stacking the serviceable

material and backfilling the resulting trenches and pits complete.

a central verge -kerb stone Rmt

Dismantling tiled or stone floors laid in mortar including stacking of serviceable material

and disposal of uservicalble material with all lead and lifts.

Demolition & disposal of unservisable material with all lead and lift for unreinforeced

concrete. (AMC sor)

Demolition of Brick work and stone masonry including stacking of serviceable materilas

d and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar. (R&B Cmt

Ahmedabad City SOR 2023-24, Item No.20003B-20.21)

Demolition including stacking of serviceable materilas and disposal of unserviceable

e materials with all lead and lift. (i) R.C.C. Work (R&B Ahmedabad City SOR 2023-24, Item Cmt

Scarifying of existing bituminous road surface (flexible Pavement) by mechanical means

upto required depth to receive new tar road top layer i.e. seal coat and bitumineous

concrete including tools, plants, fuel, oil etc and disposal of unserviceable material/

debries with all lifts and leads As directed by engineer in charge.(CG Road Approved Rate)

Extra Rate Over Item of Excavation of Earth for excavation of asphalt pavement / RCC of

4 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 )

a up to 0.20 meter thickness (By Manual) Smt

0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc complete.

Removing & recover of existing pipe line for sewer or storm water above 300mm dia upto

any depth & Specials, removing any type of joint, carting it to the Muni. Stores as &

where directed as per instruction of Engineer In charge with excavation & refilling.(CG

Road Approved Rate)

Dismantling of existing structural steel work for railing, grill, gate, grating,jali, etc

including foundation, sorting the dismantled material, disposal unserviceable material

6 with all lifts and up to any lead at non objectional place and stacking the serviceable Kg

material (structural elements) upto AMC store including loading, unloading as directed by

Engineer-in-charge.(CG Road Approved Rate)

Removal of existing any type of paving or paving stones of any type, any size, any

thickness in required depth including removing paver with spil sub base and breaking sub

base i.e concrete or metaling etc under the supervision of concerned department,

disposal unserviceable material with all lifts and up to any lead at non objectional place

and stacking the serviceable material (paver) upto AMC store including loading,

unloading as directed by Engineer-in-charge. (CG Road Approved Rate)

Removal of existing kerb stones of any type, any size, any thickness in required depth

including removing kerb with base PCC including excavation etc under the supervision of

8 concerned department, disposal unserviceable material with all lifts and up to any lead at Rmt

non objectional place and stacking the erviceable material (paver) upto AMC store

including loading, unloading as directed by Engineer-in- charge. (CG Road Approved Rate)

Pole Removal Removal of existing Light Poles/ telephone pole/ electrical pole/ signage

pole with fixtures/ signage sheet/ all cabling work including excavation, Breaking concrete

foundation under the supervision of concerned department, disposal unserviceable

material with all lifts and up to any lead at non objectional place and stacking the

serviceable material upto AMC store including loading, unloading as directed by Engineer-

in- charge.(CG Road Approved Rate)

Traffic Signal Removal Removal of existing Traffic Signal Poles with all lighting

arrangement and cabling work including excavation, Breaking concrete foundation under

the supervision of concerned department, disposal unserviceable material with all lifts

and up to any lead at non objectional place and stacking the serviceable material upto

AMC store including loading, unloading as directed by Engineer-in-charge. (CG Road

Shifting of pole Shifting of Telephone /Electric poles and Lines with all cabling work

including excavation, and dismantling of foundation concrete and lines under the

11 supervision of concerned department, disposal unserviceable material with all lifts and up No

to any lead at non objectional place and stacking the serviceable material upto AMC store

including loading, unloading as directed by Engineer-in-charge. (CG Road Approved Rate)

Removal Bus Shelter Removal of existing Bus Shelter with all structure elements with

seating arrangement, roof, supports, advertise elements etc including excavation,

Breaking concrete foundation under the supervision of concerned department, disposal

unserviceable material with all lifts and up to any lead at non objectional place and

stacking the serviceable material upto AMC store including loading, unloading as directed

by Engineer-in-charge. (CG Road Approved Rate)

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.

13 steps and existing MH sheet cover, removing the debris from MH and carting the same as

directed. (Based on Drainage SOR 2009-10) Road Resurface zonal tender approved rate

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

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

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

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

Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber

sheet cover, removing the debris from chamber and carting the same as directed. (Based

on Drainage SOR 2009-10) Road Resurface zonal tender approved rate 2022-23

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind executed outside the road site. Rate also

15 includes spreading & levelling etc complete. Internal conveyance above 50 mt done

within the work site is not payable. (R&B 2021-22 Statement No.5 Page no.5 & RA

Approved St.Com.Res No.189,Dt.19/05/2022)

a a) Lead up to 1 Km. Cmt.

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

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

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

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

EXTRA RATE PER UNIT PER Km. FOR KILOMETERAGE ABOVE 5Km.LEAD FALLING

f IN TOTAL RANGE BETWEEN

g f) ABOVE 5 Km. & UP TO 10 Km Cmt.

g) ABOVE 10 Km. & UP TO 15 Km Cmt.

h) ABOVE 15 Km. & UP TO 25 Km Cmt.

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

outside to avoid accident & for smooth traffic diversion & movement including cautionary

16 board etc. Item also includes for making temporary sufficient nos of lighting arrangement Rmt

throughout the work with necessary required arrangement. ..The same shall be removed

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

Drainage SOR 2009- 10)Road Resurface zonal tender approved rate 2022-23

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

on rate of central store circular 01/2021-22, Dt. 13- 08-21)

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :728mm ø & 100 mm

thick circular cover, 35.00 MT load design,100x2mm MS flat allround, 16mm ø plain

round bar for lifting the cover & should be fitted with plastic cups. Frame : 560 mm ø

clear opening, outer size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm

wide MS flat should be well embed in concrete to protect the edges of frame. FRC E.H.D.-

35 manhole cover & frame described as

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

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

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

(AMC approved rate)

Providing cast iron machine hole frame of weight 80 to 85 kg suitable for existing EHD-

19 FRC MH cover, rate also incl. loading, unloading the frame as per instruction Kg

by engg. in charge. (AMC approved Rate )Zonal Tender AMENDMENTS

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

20 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster No

inside the catch pit in the proportion of CM (1:3) without jali etc. comp. as directed. (AMC

approved Rate )

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer incharge. (AMC approved Rate )

Providing and placing in position 100 mm thick factory made fair finish Precast RCC

Rectangular frame & perforated/ slotted Covers on drains Alcock, Vyara, of footpath of

22 various sizes, of M- 25 grade cement concrete for RCC work, including cost of moulding, No

reinforcement, rendering, etc i.c. cost of cartage, all leads & lift, handling at site etc. all

complete as per direction of Engineer-in-Charge.(CG ROAD Approved Rate)

Excavation for foundation upto 1.5m depth including sorting out and stacking of useful

23 materials and disposing off the excavated stuff up to 50 Meter lead.(B)Dense or Hard soil Cmt

(R&B Dist. AHMEDABAD SOR 2021-22 No.04001B page No.41)

Excavation for foundation for depth from 1.5mto3.0min cluding sorting out and stacking

of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or

Hard soil (R&B Dist. AHMEDABAD SOR 2021-22

Excavation for foundation upto 1.5m depth including sorting out and stacking of useful

25 materials and disposing off the excavated stuff upto 50 Meter lead.(A)Loose or soft soil Cmt

(R&B Dist. AHMEDABAD SOR 2021-22 No.04001A page No.41)

Excavation for foundation for depth from 1.5m to 3.0m including sorting out and stacking

26 of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or Cmt

soft soil (R&B Dist. AHMEDABAD SOR 2021-22 No.04002A page No.41)

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

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

upto 50Mt.lead. ( R&B Ahmedabad Distric SOR 2023-24 Item No.26B008)

Filling available excavated earth (excludingrock) intrenches. plinth,sides of foundations

28 etc. Inlayers not exceeding 20cm. Indepth consolidating each disposited layer by ramming Cmt

and watering.(R&B Dist. AHMEDABAD SOR 2021-22 No.4006 page No.43)

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.thickness

29 including watering,ramming and consolidating etc. complete. (R&B Dist. AHMEDABAD Cmt

SOR 2021- 22 No.04008A page No.43)

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick

30 bat aggregates 40mm nominal size) and curing omplete.(R & B SOR Item code 05009A, Cmt

NBO 5.3.8 Page 74) Road Zonal tender 2022-23

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

31 stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in Cmt

(A) Foundation and Plinth (R&B Ahmedabad City SOR 2023-24, Item No.05003A 5.3.3)

Supplying and Spreading good quality coarse sand free from Impurities including

32 Transporation to Site and labour cost for Spreading etc. Comp. as directed.( Approved Cmt

AMC rate)Road Zonal tender 2022-23

Providing, laying, spreading and compacting graded stone aggregate to wet mix 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.(RA Approved St.Com.Res

No.189,Dt.19/05/2022)Road Zonal tender 2022-23

a Production & Supply of WMM Cmt

b Laying of WMM Cmt

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and

34 placing in position complete upto floor two level (R&B Ahmedabad City SOR 2023-24, Kg

Item No.05014C-5.4.11)

Providing, fabricating, assembling, hoisting / erecting and fixing inposition structural steel

work at all heights/ all levels/ all shapes &sizes with all leads & lifts using any type of

section like MS Rolled Steel Sections, Hollow sections, Tubular Sections, MS Plates,

Chequered Plates etc. all confirming to latest relevant IS codes for the work of steel

structures railings, signage pole, jali, gates, Bus shelter, screen wall, smart pole,

commercial pole, gantry structure, grills, bracings, bollards, foundation plate and bolt,

platforms, brackets, cattle trap, framing foradvertise box on lighting pole, electrical

elements etc. including straightening, cutting, bending, bolting and welding the members

all as per structural drawings and as per detailed specifications (for materials &

workmanship) including necessary scaffolding/ staging, anchor fasteners etc. complete in

the situations described hereinafter and comprising of : i) Profile Cutting of components

to required lengths/ widths and shapes/ profiles; ii) Smooth grinding / machining of edges

/ faces / all welding joints; iii) Necessary welding (electric arc welding) for required weld

lengths and sizes shall be carried out by qualified welders. iv) The

fabrication work shall start only after approval of the fabrication drawings. Any change

required in the fabrication drawings shall be carried out at no extra cost. Fabrication shall

be in a perfect Architectural workmanship manner and as provided in Section V & VI of IS

7215. v) Electrodes for welding, the procedure, selection, test and inspection shall

confirm to provisions in IS816, IS818, IS822 & IS823.

vi) Erection / hoisting shall commence only after approval of fabricated parts by the

Engineer in charge.

vii) Necessary arrangements of templates to keep the foundation bolts in position, shall

be made by contractor without any extra cost.

viii) The rate shall include for applying two or more coats of approved make and shade PU

paint over two coat of anti corrosive epoxy base primer, as per instructions. In case of

extra cost of CNC work shall be paid in relevant tender item.

Removing and refixing existing railing (upto 0.60 mt height) as a barricadding or diversion

lane as per requirement of project execution stage and as directed by engineer in charge.

Rate shall be inclusive of required foundation and steel member for fixing of railing. After

36 completion of work,contractor shall dispose all material related to railing/ barricading i.e. Rmt

disposal of unserviceable material with all lifts and up to any lead at non objectional place

and stacking the serviceable material (structural elements) upto AMC store including

loading, unloading as directed by Engineer-in-charge(CG Approved Rate)

Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and cutt off

walls including necessary shuttering laying, vibrating, ramming and curing complete.(B)

Walls, fom top of foundation level upto floor two level (upto 10ton). (As Per Auda

Providing & Applying Trimix with Machine floater machine on constructed RCC work

including Machine & Labour etc Comp as directed.

Labour work for fixing any kind of paving with cement pointing in CM 1:2, including

39 watering, ramming etc comp. as dir.For pavement aI) Laying on Sand bedding as Smt

per requirement to fix the C.C.Block / Nibhada Stone in Line & Level

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge in

M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork, mould with

well equipped with vibratory system for kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete. The rate shall also include

necessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete mixed in proper position as directed by

Engineer in change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production.(AMC approved Rate )a) Laying on 5 cm

thick Sand Bedding

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-

20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed finish/ formwork , mould with well

equipped with vibratory system for kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete. The rate shall also include

necessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete mixed in proper position as directed by

Engineer in change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production. (AMC approved Rate (a) Laying on 5 cm

thick Sand Bedding

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved make as per approved sample of any size

and any type. 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

system with chamfered type of kerbs including necessary accessories of kerb like radius

kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb 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 in

above item description as per BOQ (a) 450 hight x 600x 150 mm high median kerb.As per

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair

finish / texture finish kerb stones of approved make as per approved sample of any size

and any type. 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

system with chamfered type of kerbs including necessary accessories of kerb like radius

kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb 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 in

above item description as per BOQ

(b) 380 x 600 x 150 mm high Footpath kerb. As per approved rate

Providing & laying Mountable type Central Verge including casting of Kerb of size 15.00 x

32.50 Cm by mechanical Kerb casting machinery and oil paint colour to Center verge

(Kerb) by Yellow/white and Black patta (Three Coat) one coat of priming & two coat of oil

Paint including cost of material required for paint and all labourworketc complete as per

direction, detailed drawing and instruction of engineer incharge .(Including Epoxy Piant of

Approved Quality) (Central Verge) Rate Anlaysis as per AUDA tender

Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying &

Fixing in M-20 grade using 20 mm nominal size black trap aggregate of sevaliya/timba or

equivalent quality for pre-cast blocks,reasonably exposed finish/formwork,mould with

well equipped with vibratory system for kerb stones of approved design including

curing,etc.complete,including the cost of formwork etc.complete.THe rate shall also

45 include necessary cutting of asphalt,fixing the kerb stones in line and level on 5 cm thick Rmt

sand bedding with necessary equipments and materials.The rate shall also include the

flush pointing in CM(1:3)for all joints of the kerbstones.Filling of Zari alone the sides of

the kerb stone fixed with bituminous concrete mixed in proper position as directed by

engineer in charge to form a portable mixture.In any case gravel or such type of materials

shall not be allowed for production. (based on Road Project sor)

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35

Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath, parking areas, service lanes and other

areas as mentioned in the drawing / instruction of engineer in charge. Cost includes

formworks using rubber mould, Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be mechanically compacted. The work of

paving blocks shall be executed in line and level by skill mason of flooring work only. It

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

cutting of paver block necessary then it should be cut by machine only and carting. The

finished surface of the paver block shall have resonably good, plain finished. Paver blocks

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

not be allowed for production. Laying on 5cms thick sand beddding.(AMC approved Rate )

Providing and laying of interlocking grey Paver Blocks of high density 80mm thick made

from M-40 grade concrete using 6 mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement with contractor's own

concrete mix design as approved by AMC, for parking, road. Cost Includes formwork,

using rubber/FRP mould, laying 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. It should be laid in such

a way that the no cutting of the paver block to be necessary. Cutting of paver block by

machine cut only and carting to be done. The Finished surface of the Paver Block shall

have reasonably good plain finish. Paver blocks shall be compacted and shall be re-laid if

necessary. Gravel or such type of materials shall not be allowed for production. Laying on

5 Cms thick sand bedding.

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks 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 areas, service lanes,cross over and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick averave 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 specification

shall be used at residue 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. Pave blocks shall be compacted and

shall be re-laid if necessary. Actual laid area shall be measured and paid without any

(A)60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks 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 areas, service lanes,cross over and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick averave 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 specification

shall be used at residue 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. Pave blocks shall be compacted and

shall be re-laid if necessary. Actual laid area shall be measured and paid without any

wastage. (A) 80 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

Labour work of fixing kurb any design of central verge, (both side) footpath kurb, items

includes necessary excavation, asphalt cutting of any thickness, erecting in line and

50 position and pointing with cement mortar (1:3), watering, etc complete, filling with zari Rmt

along the side of the kurb, the kurb stone fix prepared with bitumnious top surface, as

directed by engineer in charge.

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm thick

51 sand bedding, levelling,watering and fixing in line & level as well cleaning the site Smt

etc.comp. as directed.(AMC approved Rate )

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 charge.

Removing and refixing of kerb Removal of existing kerb stones of any type, any

size, any thickness in safe manner with base PCC including excavation etc and refix the

same as desired location as per drawing and as directed by Engineer in charge. Rate shall

be inclusive of removing with all subbase (including excavtion), refixed the same

(approved before reuse) on existing base PCC, addition kerb of same profile (if required

and shall be paid relevant tender item), disposal unserviceable material with all lifts and

up to any lead at non objectional place and stacking the serviceable material (paver) upto

AMC store including loading, unloading as directed by Engineer-in- charge.

Filling Zari Filling of Zari along the sides of the kerbstone fixed, prepared with Bituminous

Concrete mixed in proper proportion as directed by Engineer- In - Charge to form a

pourable mixture. (Street Devlopment of Dehgam Road From Devi Cinema road

Providing and laying cement concrete tactile tile (for vision impairedpersons as per

standards) of size 300 x 300 x 25 to 30mm of Vyara, Super, Nishu approved make and

pattern having water absorption not over 6% and conforming to IS: 13801:1993, of

approved make, pattern and shade (with UV light resistant colours from Lanxess only) in

outdoor floors such as footpath, court yard, multi modals location etc., laid on 30 to

40mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns

including grouting the joints with white cement mixed with matching pigments etc.

complete as per direction of Engineer-in-Charge.(CG Road Approved Rate)

Pre cast Cylindrical Bollard Providing and fixing cylinder pre cast bollard with exposed/

fair finished made in M-30. Bollard is precast with cement concrete of M-30 grade by

providing 4 no of 12 mm dia. tor steel by vibro compaction method using FRP/steel mould

for achive shutttring finish as directed and approved by EIC. Sample shall be approved.

Approximate size of bollard is 900 to 1000mm height x 225 to 300mm dia. Rate shall be

inclusive of concrete, reinforcements as stated in the item description, necessary moulds,

pouring, placing, compaction, necessary curing, all accessories required for fixing, with all

taxes, transportation, loading and unloading charges. Additional reinforcement, if any

shall be measured and paid for in the relevant tender item. The rate shall also include for

erecting and fixing the pieces in position etc complete as per drawing. The rate shall also

include the cost of excavation, base PCC M15 grade and finish good, curing etc complete

as directed by engineer in charge.(C G Road tender Approved Rate)

Providing and applying Synthetic Enamel Paint on existing MS structural steel work with

minimum two coat of paint of approved make and shade including cleaning all dust, durt

57 and other foriegn matters, sand papering, scafolding etc with all material labour Smt

equipments for all height as directed by engineer in charge.(C G Road tender Approved

Painting Two Coats on divider and footpath curb surface / New Concrete Surface (

58 Painting two coats after filling the surface with synthetic enamel paint in all shades on Smt

new plastered concrete surfaces) (AMC approved Rate )

Road marking with hot applied thermoplastic paints with reflectorising glass beads on

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35. The finished surface to be level,

uniform and free from streaks and holes.) Directional Arrow, Lettering. (AMC approved

Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised Pavement Markers

made of polycarbonate and ABS moulded body and reflective panels with micro prismatic

lens (No glass bed lens) capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs .tested in accordance to ASTM D

Type Hand complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97-DO III

Dt 11.06.1997 .The height, width and length shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree.The strength of detachment of the integrated cylindrical shanks,

(of diameter not less than 19 +/- 2mm and height not less than 30 +/-2 mm) from the

body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for

the shanks to go inside,without nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the marker should be as per the IRC35-

2015 and as directed by Engineer-in-charge. (R & B SOR 2021-22 Item No. 26162A, page

Providing and setting 50 to 60 mm thick rouge kotah stone water table in line, level and in

required gradient including 25 mm thick beddcing in C.M. 1:6 (1 Part of cement : 6 Part of

coarse sand) with sufficient ramming consolidation. Providing joints in C.M. 1:3 (1 Part of

61 cement : 3 Part coarse sand) and smooth pointing in C.M. 1:1 (1 Part of Cement, 1 Part of

coarse sand) including watering etc. complete and as per details in tender specification &

as directed by engineer in charge. (SMC Approved tender Rate) Road Zonal tender 2022-

a Size : 2'0" x 1'0" (600mm × 300mm) Rmt

b Size : 1' x 1'(40 to 50 mm thick) Rmt

Providing and fixing SS 304 grade satin finish perforated dust bin / litter bin of size

mm x 300 mm x 850 mm and capacity 50 Ltr each bin madeout of minimum 1.2mm thick

sheet with pole of Saflow, Jindal, KMGS and as per approved sample. Dust bin shall be

floor mounted with both side pivot for tilting having stand arrangement. Both bin shall be

62 covered with SS sheet. Dust shall be having chemical resistant, blended with stabilizers, No

Anti Corrosive, Anti Acidic, Non toxic and free from joints, welds or rims; open from either

side for easy garbage drop even from distance, Dustbin shall be as per approved and

seperate Dustbin for Dry and wet Waste shallbe provided( Green and Blue Colour

Demarcation on it) (CG Road Approved Rate)

Providing and making Tree pit. It includes excavation upto 600 mm depth including

removal of the debris, Size of the pit is 1000 mm dia. Hume pipe of 900 mm dia NP2 class

with 500 mm height to be placed in the excavated pit and outside area of the Hume pipe

to be filled with the good quality earth completed as directed by Engineer-in-Charge.

63 Hume pipe shall be filled with the garden soil,( 10Kg/ per Tree pit of Vermi Compost or No

mixture of decade neem cake and tobaco powder). upto required depth and remaining

bottom part shall be filled with good soil completed as directed by Engineer-in- Charge.

Rate includes rate of hume pipe, garden soil with Vermi Compost or mixture of decade

neem cake and tobaco powder , good soil etc.(CG Road Approved Rate)

Providing and fixing tree guard, fabricated from 25 x 25 x 3 mm MS angle and 32 x 32 mm

of 3.2 mm thick MS weld mesh as per drawing and details. Necessary provisions for the

anchoring to floor shall be made in the tree guard. Tree guard shall be painted with 1 coat

of epoxy primer of 50 to 60 micron DFT (dry film thickness) and 2 top coats of Metal PU

Paint of having DFT 40 to 50 micron of approved shade of MRF or equivalent paint as per

manufacture’s specification over all the surfaces or as specified in the drawing as per the

shade approved as per the drawing and specification. The rate shall also include the fixing

of necessary name plate. (Sample to be approved) (CG ROAD Approved Rate)

Providing and fixing 75 mm thick Tree Grating 950*950*75 mm as per design and

drawing. The rate shall be inclusive of providing and laying 50 to 80 mm thick average

bedding layer of coarse sand below tree grating as per required grading and specification.

The centre of the grating to be same as the centre of the tree trunk. The grating to be

pieces as per drawing. The work of the grating blocks shall be executed in line and level

by skilled mason of flooring work only. (Sola Scienecity Road tender Rate)

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 of as per approved sample of approved make for suite drain besides paking

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

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 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)

mm X 300 mm X 100 mm thick M-25 grade Grey dished curved channel

DWC Pipes Supplying and laying following sizes Double walled corrugated HDPE pipes

confirming IS 14930 Part 1 & Part 2 of approved make in open / concealed in manner

67 including excavation and back filling (if required) as per layout and drawing and re-filling Rmt

the trenches etc. complete as directed. (NP Class) 120 MM OD DWC Pipe(CG Road

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

68 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5. (1-Cement: 5 -fine sand)(B) Cmt

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

69 brick walls for interior plastering upto floor two level and finished even and smooth in (i) Smt

Cement mortar 1:3 (1-cement:3-sand) (R&B SOR)

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 in transit 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 workability without impairing strength and durability as per

direction of the Engineer - in - charge. ithout Fly Ash (Min cement level as per latest IS

456 shall be maintained) (R&B Ahmedabad City SOR 2023-24, Item No.5055)

Providing, supplying and fixing pre cast C.C. blocks (M-20) edge kerb having size of 75 x

71 300 x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and Rmt

racking out the joints incl. necessary excavation of asphalt, soil etc. completed.

As per iteam describe nad Mode of Measurement and shall be paid by last column as per rate.

-Excavation -Any soil which generally yields to the application of pickaxes and shovels, spades, rakes

or any such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc.

falls under this category. For materials and workmanship for earthwork and excavation, relevant

specification IS: 3764 & IS 1200 (Part I) shall be followed.

The depth of the excavation shall be as per the item

description. Clearing the Site:

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

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

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

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

coated with hot Bitumen.

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

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

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

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

paid. Setting out:

After cleaning the site, the centerline of the central verge & other constructions will be given by

the Engineer-in-charge. The Contractor shall assume full responsibility for alignment, elevation

and dimension of each and all parts of the work. Contractor shall supply labours, materials, etc.

required for setting out the reference marks and bench marks made of MS angle iron and

embedded in 1:2:4 CC. They shall maintain the same as long as required and directed.

Excavation:The excavation shall be carried out in true line and level and shall have the width and depth, as

shown in the drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall

provide necessary slopes to a safe angle or steps, as required or directed, at his own cost. No extra

payment shall be made for such precautionary measures, taken. The bottom of the excavated area

shall be leveled both longitudinally and transversely, as directed, by removing excess soil and

watering, as required. No earth filling will be allowed for bringing it to level, if by mistake or any

other reason, excavation is made deeper or wider than shown on the drawings or as directed.

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

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

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

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

neatly, shoring, timbering, strutting, bailing out water either sub-soil or rainwater, including

pumping at any stage of the work. Excavated areas shall be kept free of water while masonry or

concrete or relevant base works are in progress and till the Engineer-in-charge considers it

Disposal of the Excavated Stuff:

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

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

The Contractor shall remove the balance of the excavated quantity from the site of work, to a

place, as directed and for all lift.

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

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

Mode of Measurement and Payment:

The measurement of excavation of excavated area shall be made according to the sections

shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall

for surplus excavation made in excess of above requirements or due to stepping and sloping back

as found necessary, on account of conditions of soil and requirements of safety.

The rate shall include for clearing the site, surface dressing, making layout for road, fixing permanent

grid points with MS iron posts, embedded in C.C. 1:2:4, placed sufficiently away from the existing

traffic lines and establishing bench marks etc.

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

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

excavated area dry, to the satisfaction of the /Engineer-in-charge.

The rate shall include leveling and ramming the bottoms of excavations to receive concrete, etc.

including trimming to slope wherever necessary etc. complete.

In filling clods bigger than 50 mm. shall not be allowed. Only consolidated measurements of filling shall be

paid. Consolidation to be done by mechanical compactor as per relevant item.

The surplus earth, which is left on site after refilling and proper watering of the trenches, shall be

carted away up to a distance within lead upon 5 kmts. All surplus earth should be carted away

immediately after the instruction or orders of the engineer in charge within 24 hours. The surplus

earth shall be spread at the site shown where it is carried. If the work is not carried out by the

contractor as above AMC may carry out the same at the risk and cost of contractor and the same may

be deducted from the dues to the contractor in any form.

Paver Block Providing - The scope of work includes manufacturing, supplying and laying of

precast paver blocks at various Retail outlets. The work includes :Verification of the existing site

condition and advising our project in charge to lay suitable base course if required.

Contractors are required to satisfy themselves with quality of sub grade, sub -base course before the

paver blocks are laid and suggest strengthening if required.

Clearing the site by removing all obstacles such as stones, debris etc. for laying of paver

blocks.Manufacturing of paver blocks in your plant as per requirements in technical specification

enclosed.Supplying of paver blocks at site, including handling at both ends.

Laying of paver blocks at site as per requirement in technical specification, within shortest possible

time the site is public place hence care should be taken to ensure that the routine activities shall not

be disturbed. The job of laying may required to be carried out during night also.

Testing of paver blocks through reputed Govt./Non Govt. Test house and submission of test results as

per requirements in Technical Specifications. AMC reserves the right to carryout test at random. Cost

for such tests to be borne by party.The contractor shall guarantee that all material and components

designed, fabricated, supplied and laid by him shall be free from any type of defect due to faulty

material and/or workmanship/erection for a period of One year from the date of completion of work.

However, the contractor One years shall render free mintenance.

TECHNICAL SPECIFICATIONS :

I) Paver Block Manufacturing Facilities :

The Paver Block shall be made in factory with following minimum facilities :

Concrete Block making Machines :

The machine should be capable of producing high quality Paver Blocks by obtaining high level of

compaction by application of hydraulic compaction and also by high intensity vibration to the moulds.

The machine should have automatic control panel for uniformity in strength.

Concrete Batching & Mixing Plant : (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient

should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The

plant should equipped with automatic control panel for maintaining water cement ratio from batch to

batch to obtain concrete of uniform quality and strength.

The plant should be equipped with adequate mechanism for mechanized loading of raw materials into

mixer and conveyor belt for transportation of concrete from mixer to concrete block making machine

to maintain quality of wet cement.

Curing: The factory should have well designed curing area to ensure adequate curing of paver blocks.

1.4 Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

(1). Systematic record of test results of various paver blocks manufactured in the factory.

(2). Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :

Coloured concrete paver blocks shall be manufactured as per attached specifications using approved

colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour pigment

of 3% by weight of cement. The colour shade shall be “RED” as selected by AMC before

commencement of the work. White cement shall be used for colored pavers to obtain the desired

colour shade. The job also includes providing 50 mm thick sand bedding to match the shade of the

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months

from the date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be

as per attachment.

III) PAVERS BLOCK CHARACTERISTICS :

The concrete pavers should have perpendicularities after release from the mould and the same should

be retained until the laying.

The surface should be reasonably smooth and of anti skid and anti glare type.

The paver should have uniform chamfers to facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling

after vibration on the paver S urface.

The concrete mix design should be followed for each batch of materials separately and automatic

batching plant is to be used to achieve uniformity in strength and quality.

The pavers shall be manufactured in single layer only.

Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of

the surface and adequate compaction of the sand in the joints.

The pavers shall be of cement gray colour without any pigment & for coloured pavers refer

“specifications for coloured pavers.”

The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X

250mm X 380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing

shall be cured properly for 7 days minimum.

IV) Paver Block Dimensions :

Thickness 60mm Shape Unirregular (Uniform Shape with no Hollow Or Cracks) Uni, I shape, tri hex or

directed by Addl .C.E.

Chamfer 4mm to 6mm along top edges Colour Natural cement grey colour without use of any

pigment. For coloured pavers refer “specifications for coloured pavers”

Dimensional Tolerance

(+/-) 2mm for length & width, (+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks : SR.

* TEST SPECIFICATION

(Average of Minimum Five Samples/Site)

1. Compressive Strength Min. 35 N/Sqmm for 60mm thick

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Content 380 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications SAMPLING AND TESTING PROCEDURES FOR

INTERNAL – Average of minimum 3 samples per 5000 Blocks. Essential – Minimum 2 Blocks per

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A. Compressive Strength

Testing for compressive strength shall be undertaken in accordance with Appendix-B. The average

compressive strength of the bocks tested shall be Min. 35 N/Sqmm.

Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles) –

Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles) –

Water Absorption

Testing for water absorption shall be in accordance with IS 2185:1979 : Part I (Specifications for Concrete

Masonry Units) – Appendix E.

Sampling of Paver blocks. Method of sampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be

divided into ten approximately equal groups. Three blocks shall be drawn from each group.

Marking and identification :All samples shall be clearly marked at the time of sampling in such a way that

the designated section of part thereof, and the consignment represented by the sample, are clearly

The sample shall be dispatched to the approved test laboratory taking precaution to avoid damage to the

paving in transit. Protect the paving from damage and contamination until they have been tested. The

testing shall be carried as soon as possible, after the sample has been taken. As soon as practicable after

sampling. The samples shall be stored in water at 20 degree C ± 5 degree C for 24 hours prior to testing.

Seal and Signature of the Bidder Add. City Engineer

Date: (North West Zone)

As per Government of Gujarat G.R.No.- EMD/10/2021/7729/DMO Dt.28/06/2021 & Circular of

Finance Department, AMC No.41, Date: 08/02/2022, approved Banks are...

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

All nationalized Banks

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

March- 31, 2022. The validity cut-off date in the GR is with respect to the date of issue of

Bank Guarantee irrespective of the date of termination of Bank Guarantee.

1 Commercial Banks :-

5. Kotak Mahindra Bank

6. IndusInd Bank

8. Tamilnadu Mercantile Bank

9. Ujjivan Small Finance Bank

10. A U Small Finance Bank

11. Federal Bank

12. Equitas Small Finance Bank

13. Bandhan Bank

14. Standard Chartered Bank

15. City Union Bank

2 Co-operative and Rural Banks Of Gujarat :-

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

bu.Bgwrl.frb§h©e, ybœtJtœ Bgwrl. ftuvtuhuNllt mhfgwjh lk.-81,

<t.26.02.2015 bwsc <btb «fthle fLmx[fNlle yufxeJexebtk bwÏg

ftuLx[tfxh,mc ftuLx[tfxhlt su bswhtu ftbdehe fh<t ntug <u <btb bswhtulwk dwsht<

rcÕzekd yuLz y^h fLmx[fNl Jfombtk hSMx[uNl fhtJJwk VhSgt< Au.

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. After sanction of tender a Letter of Intent shall be issued to contractor and in

response to that letter, contractor shall have to arrange for Security Deposit within

15 days. If S.D is given within 10days of issuance of Letter of Intent, time limit shall

be counted from that date. If S.D is given after 15 days of issuance of letter of intent,

contractor shall be finned Rs. 200/- per day of delay and shall be deducted from

contractor’s bill. In this case time limit shall start latest by the 10th day of letter of

intent, Security Deposit of 5% of tender amount shall be deposited by pay order,

demand draft, cheque of nationalized bank /scheduled bank by pay order, demand

draft, cheque of nationalized bank/scheduled bank only. Contractor shall have to

sign contract paper with AMC.

2. In case of earnest money cheque bounce back, contractor’s tender shall treated as

cancelled and the contractor shall not be given any tender, offer, quotation work in

AMC for one year.

3. Conditional tender shall not be accepted

4. Tender validity period is 120 days from the date of online submission.

5. Muni. Commissioner shall have right to accept, reject the tender as well as the rate

at which tender to be accepted and awarded.

6. Specification of tender items shall be as per PWD manual in general/AMC’s norms

and B-1 form conditions shall be applicable. In case of controversy, Add.C.E’s

decision shall be final.

7. Contractor shall have to deposit Earnest Money deposit with tender.

8. Work shall be allotted as per contractors registration class.

9. Contractor shall have to work in such a system that there shall be no damage to any

service line of electric, telephone, gas, any type of service cable ,drainage or water

lines etc. In case of damage to service line, the whole responsibility of accident shall

be on contractor’s shoulder. It will be responsibility of contractor to safe guard the

labours against any accident or damage of lives. In case of police complain,

Contractor shall be held responsible for negligence. In case of soil /land collapse,

contractor shall be held responsible for not supporting the soil suffering with

strutting, shuttering Contractor shall safeguard the labour before allowing the labour

to enter in excavated or other site. In case of accident to labours, contractor shall be

held responsible for police complain against him. AMC’s staff shall be responsible for

any accident at the site of the work.

10. Contractor shall take insurance of his all labour. and supervisory staff

11. Only registered contractor shall quote the tender , If the contractor is registered

with government then they shall have to apply to registration in AMC within 90 days

from the date of work order.

12. AMC’S general condition and Form -B-1 shall be binding to the contractor B-1 Form is

put up on AMC’s web site.

13. Payment of running bill , final bill shall be as per policy of AMC in force at time of

14. Any time of litigation shall be in court of Ahmedabad city jurisdiction only.

15. As per site conditions/requirement of site, there shall be increase or decrease in

tender item quantities. In such case contractor shall not have right to any price rise.

In case of decrease in any tender item quantity, contractor shall not ask for

16. If any construction material brought to site by contractor , is not as per

specification, or any inferior quality material brought to site, then such rejected

material shall be removed from the site within 24 hours, otherwise AMC can throw

away such material at any place and recover the amount for such removal work

from contractor bill. In this case contractor shall not be entitled for compensation.

17. Cost of testing of material shall be done by the contractor. He shall provide vehicle

for taking material/staff from site to testing laboratory/ manufacturing site and

contractor shall be bear the cost of transportation of staff and material.

18. Contractor shall work as per labour Act. Contractor shall not be given any payment

if labour act rules are not followed or insurance of labour is not taken for work

19. Contractor shall deposit the material on site in such a way that it should not become

obstruction to any one in any way

20. All type of taxes(e.g. sales tax, surcharge, vat etc) to be by the contractor.

21. If asked by AMC Engineering staff, contractor shall take photograph of site of

work/before start of work, during work and after the completion of work, with

digital camera and deposit to AMC office or transfer photograph from camera to

AMC computer. No additional cost shall be paid.

22. In case of cancellation/rejection of tender, contractor shall not be entitled for any

compensation Or right

23. In case of extra item, rate shall be taken from SOR of the year of tender preparation.

If item is not available in SOR, then market rate shall be derived by the Eng. dept by

rate analysis. Contractor shall not ask for the rates as per his rate analysis. This

should be clearly understood and taken in to consideration while quoting the tender

by the contractor.

24. During execution of work, contractor shall take safety measures like protection by

ropes, drums, danger sign boards, plastic strips, bamboos, wooden poles etc as per

requirement & instruction of Engg.- in- charge. In case of accident due to lack of

protection, contractor shall responsible for police complains, compensation etc AMC

staff shall not be held responsible for contractors negligency.

25. If instructed by AMC officials, contractor shall have to keep daily progress register

and get is signed by Ass. city Engineer. Contractor shall maintain record of daily No.

of labours, employed, work done, rectification work carried out by contractor after

Eng.-in-charge inspection & the compliance of the same. If such rectification work is

not done by contractor within 24 days the contractor shall be finned Rs. 250/- day of

delay & shall be recovered from the contractors bill

26. Contractor is not entitled for any type of compensation or right for the cancellation

of tender or tender items by any means.

27. If work is not completed within specified time limit penalty shall be recovered from

bills as per tender condition.

28. Deduction from bills shall be done as per rules prevailing or the rules which shall

come in to force, by State or Central Govt.

29. 1% amount shall be deducted for labour welfare fund as per state Govt order.

30. Quantity in item is tentative. It is likely to be change.(increase or decrease) as per

site requirement during execution of work.

31. All above conditions shall over rule the conditions given in Form B-1

32. Contractor shall have to register the work as per labour act & as per building safety

act, 1906 with ,Dy.Director building safety act, Shram bhavan, 5th floor labour

commissioner office, Khanpur, Ahmedabad.

33. Befor quoting tender, contractor shall have to take complete information of the

work after seeing site and from the concerned Asst. Engineer or Asst. city engineer.

34. In case of the bank detail are not given then EMD return procedure shall be delayed.

35. Before quoting the tender contractor should know that, he has seen the site &

understood the item of works, site conditions. He should be in a position to provide

labours at the time of festivals like Holi, Diwali, Navratri, Marriage season, rainy

season or any other time of the year Contractor can not say that he has no labours

due to festivals.

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

expiry of original and extended time limit.

37. Legal Condition:-

Corrupt or Fraudulent Practices

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