Drainage line upgradation work in Prahladnagar, Corporate Road, TP 85, Baghe Nishant Road and other places in Sarkhej ward in the year 2026-2027.

ThesuccessfulbidderwillbepaidbyAMCaspertenderBOQitemrate+premium.

size,shape,compressivestrength&othertechnicalparameterofpaverBlockshallbeasperISstandards&tenderspe

cificationandshallbecompletelysuccessfulbidder'sresponsibility.

●IfincaseoffailureofpaverBlockorifPaverBlockarenotasperthestandards,thesameshallberejected.Successfulbi

ddershallremovesuchfailedpaverblocksimmediatelyformsiteandfixnewpaverblocksasperstandards.

●Thesuccessfulbiddershallproduceacertificate /billfromAmdabadEnviroProjectsPvt.

Ltd.showingquantityofPaverBlockwhichshouldbeminimum50%oftotalquantity.

1.AlltherelevantcausesmentionedintheTenderwhicharerelatedtoaboveclausesshallbereadasmentionedinabo

2.TheaboveAmendmentshallbePartofTenderdocument&shallbeboundtoContractorandshallbesubmittedalo

ngwithothertenderdocumentswithdulysignedandstamped.

Seal and signature of thebidder Add City Engineer

Date :- AHMEDABADMUNICIPALCORPORTION

Tender Fee : Rs.2400.00 Date of submission : 07.04.2026 up to 18:00 hrs

Earnest Money : Rs.99,999.00 Date of Opening : 08.04.2026; 17;00 hrs

Contractor’s Name &Address :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Name of Work :- Drainage line upgradation work in Prahladnagar, Corporate Road, TP

Baghe Nishant Road and other places in Sarkhej ward in the year 2026-2027.

Sr. Item Description Rate in

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and line

including safety provisions using site rails and

1 stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and

strata as specified. In all sorts of soil and soft

murrum. (SOR GWSSB-2022-23 section 1&2 B

labour item no 1.A.1)

a 650.00 (a) up to 1.50 meter depth. (item no 1.A.1) 89.00 Cu.M

b 470.00 (a)1.50 to 3.00 meter depth. (item no 1.A.2) 98.00 Cu.M

c 280.00 (a)3.00 to 4.50 meter depth. (item no 1.A.3) 103.00 Cu.M

d 60.00 (a)4.50 to 6.00 meter depth. (item no 1.A.4) 109.00 Cu.M

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness

up to 0.20 meter including demolishing the asphalt

carpet, metal, soiling/cutting Reinforcement

etc.comp. with stacking the material as directed.

a 80.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

b 80.00 R.C.C.Cutter machine including cost of operator, 177.76 Smt

fuel, & transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

c 61.00 or R.C.C.Cutter machine including cost of operator, 311.08 Smt

fuel, & transportation etc complete.

Filling available excavated earth (excluding rock) in

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

3 750.00 exceeding 20 cm.in depth consolidation each 22.00 Cu.M

deposited layer by ramming and watering.

Conveyance charge of earth, lime, murrum, building

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

ash, aggregates of any kind executed outside the road

4 site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done

within the work site is not payable.

10.00 a) Lead up to 1 Km. 23.38 Cu.M

20.00 b) Lead From 1Km to 2 Km. 30.94 Cu.M

10.00 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

10.00 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

500.00 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

350.00 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

40.00 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

Providing and supplying ISI marked only standard

length stoneware pipes in standard length of

following class and diameter including all taxes,

insurance, transportation, freight charges, octroi,

5 inspection charges, loading, unloading, conveyance to

depart mental stores, stacking etc. compl. (IS

651/1989 or its latest revision) (SOR GWSSB-2022-

23 section 1&2 A material item no 11)

Class AA (item no 11.2)

a 30.00 100 mm dia (item no 11.2.1) 124.00 Rmt

b 40.00 150 mm dia (item no 11.2.2) 179.00 Rmt

c 120.00 230 mm dia (item no 11.2.4) 329.00 Rmt

d 50.00 300 mm dia (item no 11.2.6) 581.00 Rmt

L,L & J of Stone Ware Pipes

lowering, laying and jointing, Stone Ware Pipes of

following diameters with cement mortar (1:1)

proportion, proper postion, grade and alignment and

5.1 all level as directed by engineer in charge Including

conveyance from stores to site of work jointing

material etc. comp. (SOR GWSSB-2022-23 section

1&2 B labour item no 12)

a 30.00 100 mm dia (item no 12.2 58.00 Rmt

b 40.00 150 mm dia (item no 12.3) 88.00 Rmt

c 120.00 230 mm dia (item no 12.5) 128.00 Rmt

d 50.00 300 mm dia (item no 12.7) 159.00 Rmt

6 R.C.C. PIPE (Horizontal Cast)

Providing and supplying ISI Standard R.C.C. pipes(of

Sulphate Resisting Cement) in standard lengths of

following class and diameter suitable for either collar

joints or rubber ring joints including all taxes,

insurance, transportation. freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc.

Note: One collar should be supplied with each full

length plain ended RCC pipe, cost included in rates

below. One rubber ring should be supplied with each

full length socketed pipe, cost included in rates

Class NP-3, test pressure 0.7/kg/sqcm (item no

300 mm internal diameter (item no 10.1.D.5) (page

450 mm internal diameter (item no 10.1.D.8) (page

L,L & J of R.C.C. Pipes

lowering, laying and jointing, RCC pipes in CM

1:1 1/2 of following diameters in proper position,

grade and alignent at all as directed by engineer in

6.1 charge. Including conveyance from stores to site of

work , labour, giving hudraulic testing as per ISI

codes. (SOR GWSSB-2022-23 section 1&2 B labour

Class NP2,NP-3,NP4

300 mm internal diameter (item no 11.a.6) (page no

450 mm internal diameter (item no 11.a.10) (page no

c 120.00 600 mm dia 228.00 Rmt

d 30.00 900 mm dia 340.00 Rmt

e 5.00 1200 mm dia 440.00 Rmt

f 5.00 1600 mm dia 577.00 Rmt

Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement

7 0.00 plaster inside in CM 1:3, finishing with cement

slurry, Brick masonary in CM 1:5 & excluding the

cost of chamber seat cover etc.completed.

0.60 X 0.45 mt. size Inside Clear, Depth from

a 6.00 0.0 to 0.90 meter No.

0.60 X 0.75 mt. size Inside Clear, Depth from

b 7.00 0.0 to 0.90 meter. No.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

c 6.00 1.20 meter. No.

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling,

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

C.M., CC Channel (1:2:4) of thickness 10 C.M.,

finished 15 mm thick cement plaster inside & outside

(Only for shaft) In Cm 1:3, Finishing With Cement

Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps

35 Cm C/C At 35 Cm Staggered Masonary In Cm

8 50.00 1:5, Rcc Slab In Cc1:1.5:3 of thickness 15

C.M.,Including Cantering & Reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.)But

Excluding The Cost Of Manhole Seat Cover

Etc..Completed Of Size 0.75 X 1.00 Meter (Inside

Clear, M.H. length should be parallel to the flow)

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

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

b 80.00 From G.L.) No.

Rate reduction over item of Constructing Slab Type

M.H. Chamber of size 1.00 x 0.75 mt for constructing

9 15.00 slab @ depth more than 0.60 mt below Ground Level 460.71 DM

(Max. 3 unit of DM should be reduced in this item)

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling, brick

bats cement concrete (1:5:10) of thickness 15 C.M.,

CC Channel (1:2:4) of thickness 10 C.M., finished

mm thick cement plaster inside & outside (Only for

shaft) in CM 1:3, finishing with cement slurry, P/F

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

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

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

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

mm dia.) but excluding the cost of Manhole seat

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

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

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

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

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

c 10.00 From G.L.) No.

Rate reduction over item of Constructing Slab Type

M.H. Chamber of size 1.00 x 1.40 mt for constructing

slab @ depth more than 0.60 mt for ( MH 2 to 3 mt

11 50.00 depth) and 1.0 mt for (MH above 3.0 mt depth) below 586.61 DM

Ground Level (Max. 5 unit of DM should be reduced

Providing and fixing S.W. Gully Trap with C.I.

Grating brick masonry chamber and water tightC.I.

cover with frame of 300mm x 300mm size(inside)

12 12.00 with standard weight.(i) Square mouth traps. (A)

100mm x100mm size P type.

(SOR 2021-22 Item no-24.19 page no-218)

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

incl. Dewatering and other required machinery etc. of

following dia pipes at any convenient time. All

damaged work shall be well repaired as per

instructions. etc..complete.

a. 150 mm to 300 mm dia.

Cutting the pipes of following dia coming in the new

M.H.in running sewer including cutting bars,

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

14 carting at a suitable distance etc..complete as

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

until pipe is not cut completely in all respect.

150 mm to 300 mm dia.

400 mm to 600 mm dia.

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

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

cover, removing the debris from MH and carting the

same as directed.

a 280.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

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

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

d 40.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 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

16 50.00 existing chamber sheet cover, removing the debris

from chamber and carting the same as directed.

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

17 work site etc. comp. Directed.

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

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

clear opening, The dimension of frame and cover as

a 50.00 per mentioned in Amend No.1 to IS 12592 :

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

26 Dt.21.04.2025) (inclusive all Taxe)

(SET cover and frame) F.R.C. Heavy Duty [HD-

20] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover

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

2002 table 1(As Per Central stores circular No.

01 /2025-26 Dt.21.04.2025) (inclusive all Taxe)

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

[MD-10] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of frame

C 20.00 and cover as per mentioned in Amend No.1 to IS 4750.00 SET

12592 : 2002 table 1 (SET cover and frame) (As

Per Central stores circular No. 01 /2025-26

Dt.21.04.2025) (inclusive all Taxe)

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

[MD-10] Chamber Covers & Frame- 600 x

mm clear opening, The dimension of frame and

d 20.00 cover as per mentioned in Amend No.1 to IS

12592 : 2002 table 1(As Per Central stores circular

No. 01 /2025-26 Dt.21.04.2025) (inclusive all Taxe)

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

2.5] Machinehole Covers & Frames560mm ø

clear opening, The dimension of frame and cover

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

2002 table 1 (As Per Central stores circular No.

/2025-26 Dt.21.04.2025) (inclusive all Taxe)

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

Providing Kachha of Pakka Dummy in the

19 following dia pipes and removing the same after

completion of the connection work as directed.

b 30.00 (B) 350 mm to 600 mm dia 302.68 No.

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

20 from trench back filling etc. comp. as directed by

a 1200.00 Mazdoor at day /Night 363.30 No

b 60.00 Fitter at day / Night 380.30 No

c 200.00 Makadam/ supervision at day / Night 379.46 No

Barricading the entire break down or excavated area

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

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

reflective paint / Board out side to avoid accident &

for smooth traffic diversion & movement including

21 2500.00 cautionary board etc. Item also includes for making 79.99 Rmt.

temporary sufficient nos of lighting arrangement

through out the work with necessary required

arrangement. The same shall be removed after

completion of work. (Only for break down work from

start to complete)

Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery,

and lighting and other requirements with

110.00 Arranging diesel to run the D.G. Set Do As

Directed. 8 Hrs Shift. (No payment should be

allowed for non working condition of

22 machinery ) 0 Shift

Hiring Charges For J.C.B.Machine Inclduing Cost

23 480.00 Of Fuel, Operator, Dirver Etc.. 535.71 Hour

Providing & Supplying Hitachi Machine-110

capacity on rental basis in case of emergency

situation and break down type work & also

during unavoidable condition as per

instruction of engg.incharge , rate includes all

nece. shifting, fuel and operating charges .

(No payment should be allowed for non

24 98.00 working condition of machinery ) 0 hr

Providing & Supplying Hitachi Machine-200

capacity on rental basis in case of emergency

situation and break down type work & also

during unavoidable condition as per

instruction of engg.incharge , rate includes all

nece. shifting, fuel and operating charges .

(No payment should be allowed for non

working condition of machinery )

Providing & Supplying hydra carne Machine of

12 tone capacity on rental basis in case of

emergency situation and break down type work

& also during unavoidable condition as per

instruction of engg.incharge , rate includes all

nece. shifting, fuel and operating charges . (No

payment should be allowed for non working Per

condition of machinery) 5500.0 hr

26 97.00 0 Shift

Hiring of Tractor with trolley considering 8 Hrs. As

working Day hours inclu. Driver (GWSSB SOR-

2022-23 Section-2E-Miscellenous Item No.7)

Supplying Electric Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for

non working condition of machinery and for

pipe line excavation and M.H. work. Allowed

only for break down work)

28 60.00 0 Shift

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

29 110.00 comp. (Shift for Eight Hour) (For Each Pump Set, No 528.00 Shift

payment should be allowed for non working

condition of machinery)

Hiring and operating Mud Pumps incl. Cost of fuel

and operator including the cost of to and fro

transportation, laying of the delivery hoses as H.P/H

required, lowering and lifting the pumps as and when r

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

payment should be allowed for non working

condition of machinery)

Supplying Pneumatic Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for non

31 240.00 working condition of machinery and for pipe line 528.00 HR.

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

Constructing Bombay Pattern Type Catch Pit of size

0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in

the prop. of CM (1:6) with 40 mm thick IPS flooring

32 55.00 in the prop M15 at bottom and 15 mm thick cement No

plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

F.R.C. Strom Water Grating Set : Grating(Jali): 620 x 5587.0 Set

620 x 75 mm square jali, 20:00 MT load design,

75x1.2mm MS flat allround,Frame: 500 x 500mm

clear opening, outer size- 770 x 770 x 135 mm. On

33 55.00 the upper periphery of frame 25x1.5mm wide MS

fl7at should be well embed in concrete to protect the

edges of frame. (As Per Central stores circular No.

Demolition Work

Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

34 120.00 disposal of uservicalble material with all lead and 27.44 Smt

lifts.(AMC SOR)

Demolition & disposal of unservisable material

35 200.00 with all lead and lift for unreinforeced concrete. 348.10 Cmt

Demolition of brick work & stone masonry

including stacking of serviceable materials and

36 50.00 disposal of unserviceable materials with all lead 314.50 Cmt

and lift (1) In cement mortar. (AMC SOR)

Demolition including stacking of serviceable

37 50.00 materials and disposal of unserviceable materials 604.74 Cmt

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

Reinstatement Work

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

38 20.00 compacted. The work of paving blocks shall be 501.60 Smt

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 Cement Concrete 1:3:6 (1-

Cement : 3-Coarse sand :6-Hand broken stone

39 30.00 aggregates 40mm nominal size) and curing complete. 2339.59 CMT

(As Per Road Tender)

Providing TMT Bar FE500 D reinforcement for

R.C.C. Work including bending,binding and placing

40 40.00 in position complete upto floor two level. (As Per

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

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

41 50.00 aggregates 40mm nominal size) and curing 1901.59 Cmt.

complete. (As Per Road Tender)

Labour work for fixing Interlocking Blocks / any kind

42 20.00 of pavement on up to 50 mm thick sand bedding, 68.64 Smt.

levelling, watering and fixing in line & level as well

cleaning the site etc.comp. as directed.

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 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of

admixtures in recommended proportions as per

IS: 9103 to accelerate/retard setting of concrete,

improve workability without impairing strength

and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min cement level

as per latest IS 456 shall be maintained)

Providing Formwork of ordinary timber planking

so as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (A)Foundations Footings

Bases of Columns

etc. and Mass concrete. (Item Code : 09001AA,

SOR 2021-22, R & B Ahmedabad City

P/A Tremix with dewartering machine and

floater machine on constructed CC work for

45 70.00 finishing the surface as per requirement. The rate 54.00 SMT

including all machinaries, labor, loading,

unloading, transportaion etc complete as per

direction given by engineer in charge.

Making 15 mm. Groove in RCC work on road &

filling it with polysulfied selant & finished ot

good incl. all labour charges etc. comp.as

% ABOVE or % BELOW

(in words also)

CONTRACTOR'S SIGNATURE ADD CITY ENGINEER

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

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

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Drainage line upgradation work in Prahladnagar, Corporate Road, TP 85, Baghe

Nishant Road and other places in Sarkhej ward in the year 2026-2027.

2 Time Limit 12 Months (excluding monsoon)

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

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.99,99,969.00

5 Earnest Money Deposit Rs.99,999/-(Demand Draft, Pay order, Bank Guarantee (As per finanance

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

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

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

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

(B) Retention 1. @ 2% of the value of work done will be deducted from each RA bill. It

will be released along with release of payment of Final Bill.

7 Tender fees Rs.2400/-Demand Draft / Pay order infavour of Municipal Commissioner,

(Non refundable) Ahmedabad)

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

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

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

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

Jodhpur, Ahmedabad-380015

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

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

10 Last date of receiving 07.04.2026 up to 18:00 hrs The tenders received after this date and

Tenders. time will not be entertained under any circumstances.

11 Date of Opening 08.04.2026; 17;00 hrs to Assistant Manager "South west Zone Shree

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

highway, Jodhpur, Ahmedabad-380015

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

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

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

Specification applicable.

14 GST ltKtkFtðþvhevºtlkch - 31, yb>tJt> BGþrlrm5j ftuvtuohNlbtkÍtuljytuVem / v.J.yu. / «tusu¾x rJCtdîththtuz /

<t.07-07-2017 Bþsc rcÕz´d/jtEx/c{es Ft<tytuîthtcnthvtzJtbtk ytJujt xuLzh suLþk mcbeNl<t.01-07-

2017 vAe fhJtLþk &tg Au, <uJt <btbxuLzhtubtk<&t nJuvAe cnthvtzJtbtk ytJlth Wvhtuf<

rJCtd / Ft<tltk <btb xuLzhtubtk (bxehegj + juchmÃjtgmt&u)

GSTltltuxeVefuNlBþscGST sgtk jtøþ vz<t untug ðgtk, m>hnwkftblt Bidder yu GST

ltuxeVefuNl Bþsc le yuÃjefucejexe ægtlbtk htFelu huxLþkcez´dfhJtLþkhnuNu.

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

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Add. City Engineer

(SouthWest Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

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

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

the Table below:-

Sr. Name of Works Approximate value Bid Security Completion

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

1 Drainage line upgradation work in Rs.99,99,969.00 Rs.99,999/- 12 Months

Prahladnagar, Corporate Road, TP 85, Baghe (excluding

Nishant Road and other places in Sarkhej ward monsoon)

in the year 2026-2027.

2. Tender (a complete set of bidding document) fee shall be Rs. 2400/- in the form of Demand Draft

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

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

submitting the tender.

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

and http://nprocure.com. up to 07.04.2026 up to 18:00 hrs tender fee as mentioned in clause

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

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

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

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

(Instructions to Bidders).

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

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

Seal and Signature of the Bidder Add. City Engineer

(SouthWest Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

SOUTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

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

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

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

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

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

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

maximum up to 10% for remaining work.

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

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

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

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

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

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

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

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

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

the Engineer-in-charge.

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

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

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

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

relevant Indian Standards shall be referred to.

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

following limits:

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

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

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

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

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

taken as final.

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

17. Lift shall be measured from plinth level.

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

specifications shall be deemed to be included there in.

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

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

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

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

the work found defective at a later date.

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

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

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

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

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

quality and fitness for the work.

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

site of work within 24 hours.

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

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

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

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

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

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

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

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

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

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

as also of the work itself.

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

towards testing charges is separately made.

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

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

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

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

(120) from opening of price bids.

SECURITY DEPOSIT

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

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

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

CONTRACTOR'S SIGNATURE Add City Engineer

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Months (excluding monsoon) after the order to start the works. Progress of

work should be in proportion to time limit.

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

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

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

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

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

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

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

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

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

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

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

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

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

in site and design is entertained.

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

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

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

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

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

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

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

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

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

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

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

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

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

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

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

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

CONTRACTOR'S SIGNATURE Add City Engineer

& STAMP (South West Zone)

SPECIFICATIONS OF MATERIALS – CIVIL

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

For materials relevant specification of Building Specification shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK:- Drainage line upgradation work in Prahladnagar, Corporate Road, TP 85, Baghe Nishant

Road and other places in Sarkhej ward in the year 2026-2027.

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and

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

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

and strata as specified. In all sorts of soil and soft murrum

1.A.1 Upto 1.50 mt depth

1.A.2 1.50 mt to 3.00 mt depth

1.A.3 3.00 mt to 4.50 mt depth

1.A.4 4.50 mt to 6.00 mt depth

Iteam no 2 Extra rate over item of excavation of earth for excavation of asphalt pavement /

RCC of thickness up to 0.20 meter including demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with stacking the material as directed.

a up to 0.20 meter thickness (By Manual)

b 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.

c 0.30 meter & above (By any type of Breaker Machine or

R.C.C.Cuttermachine including cost of operator, fuel, & transportation etc

Iteam no3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

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

layer by ramming and watering

Iteam no4 CONVEYANCE CHARGES-FOR DIFFERENT TYPES OF MATERIALS (A) lime

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

[Lime murrum building rubbish]

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

e) Lead From 4 Km to 5 Km.

Iteam no5 Providing and supplying ISI marked only standard length stoneware pipes in

standard length of following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to depart mental stores, stacking etc. compl. (IS 651/1989 or its latest

Iteam no 5.1 lowering, laying and jointing, Stone Ware Pipes of following diameters with cement

mortar (1:1) proportion, proper postion, grade and alignment and all level as

directed by engineer in charge Including conveyance from stores to site of work

jointing material etc. comp.

Iteam no 6 Providing and supplying ISI Standard R.C.C.pipes(of Sulphate Resisting Cement)

in standardlengths of following class and diameter suitable for either collar joints

or rubber ring joints including all taxes, insurance, transportation, freight charges,

octroi, inspectioncharges, loading, unloading, conveyanceto departmentalstores,

Note : One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length

socketed pipe, cost included in rates below.

Class NP3 Test Pressure 0.7 Kg/sq.cm

Iteam no 6.1 Lowering, layingand jointing R. C. C. pipes in C. M. 1:1 1/2 offollowing

diameters in proper position, gradeand alignmentat alllevel asdirected by

Engineer-in-charge including conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4

Iteam no 7 Constructing Chamber of following size including excavation, refilling, BBCC

(1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster

inside in CM 1:3, finishing with cement slurry, Brick masonary in CM 1:5 &

excluding the cost of chamber seat cover etc..completed.

a) 0.60 X0.45 mt.size InsideClear, Depth from 0.0 to 0.90m for pipe dia<=150 mm.

b) 0.60 X0.75mt.size InsideClear, Depthfrom 0.0 to 0.90 meter for pipe dia<=20 mm.

c) 0.75 X 0.75 mt.size(Inside Clear) Depth from 0.0 to 1.20 m for pipe dia<=20 mm

Iteam no 8 Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation,

Refilling, Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel

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

(Only for shaft) In Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm Dia

M.S.SteelHdpe Coated Steps 35 Cm C/C At 35 Cm Staggered Masonary In Cm 1:5,

Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length

should be parallel to the flow)

a 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia<=230 mm)

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia<=300 mm)

11 Rate reduction over item of Constructing Slab Type M.H.Chamber of size 1.00 x

mt for constructing slab @ depth more than 0.60 mt below Ground Level (Max.

unit of DM should be reduced in this item)

Iteam no12 Constructing Slab type M.H. Chamber of the following size including excavation,

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

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

(Only for shaft) in CM 1:3, finishing with cement slurry, P/F 4 mm diaM.S.Steel

HDPE coated steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in

CC 1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double jalli

at 15 C.M. c/c bothway 12 mm dia.) but excluding the cost of Manhole seat cover

etc..completed. of Size1.00 X1.40 meter (Inside Clear, M.H. length should be

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

a "1.00 to 2.00 meter depth,

(Slab at Ground level)"

b "2.00 to 3.00 meter depth,

(Slab at below 0.6 mt. From G.L.)"

c "3.00 to 4.00 meter depth,

(Slab at below 1.00 mt. From G.L.)"

Iteam no13 Constructing Slab Type M.H. Chamber of following size incl. excavation, refilling,

brick bats cement concrete (1:5:10) of thickness 15 C.M., C.C. channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick cement plaster inside (SRC) & outside (only

for shaft) in C.M.1:3, finishing with cement slurry, P/F 4 mm dia M.S Steel HDPE

coated steps 35 cm c/c at 35 cm staggered Masonry in C.M. 1:5, RCC slab in CC 1 :

1.5 : 3 of thickness 23 C.M, including Cantering & reinforcement (double jalli at

C.M c/c bothway 12 mm dia.) but excluding the cost of Manhole seat cover etc.

completed of Size 1.2 x 2.2 meter (Inside Clear, M.H. length should be parallel to the

For Pipe dia. 1200 mm

(i) 1.2 m x 2.2 m x 4m (Slab at below 1.00 mt. from G.L.)

Iteam no14 Extra rate over item of Constructing Slab Type M.H. Chamber of following size for

constructing M.H. Chamber, per 1.00 Decimeter of additional depth or part there of

etc. complete. Of size 1.20 x 2.20 mt. (inside) and depth from

(i) 4.0 to 5. 0 meter depth

(ii) 6.0 to 7. 0 meter depth

Iteam no15 Constructing Scrapper Slab Type M.H. Chamber of following size incl. excavation,

refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M., C.C. channel

(1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster inside (SRC) &

outside (only for shaft) in C.M.1:3, finishing with cement slurry, P/F 4 mm dia M.S

Steel HDPE coated steps 35 cm c/c at 35 cm staggered Masonry in C.M. 1:5, RCC

slab in CC 1 : 1.5 : 3 of thickness 23 C.M, including Cantering & reinforcement

(double jalli at 15 C.M c/c bothway 12 mm dia.) but excluding the cost of Manhole

seat cover etc. completed of Size 2.2 x 2.2 meter (Inside Clear, M.H. length should be

parallel to the flow,

(i) 2.2 m x2.2 m x 4 m (Slab at below 1.00 mt. from G.L.)

Iteam no16 Extra rate over item of Constructing Scraper Slab Type M.H. Chamber of following

size for constructing M.H. Chamber, per 1.00 Decimeter of additional depth or part

there of etc. complete. Size 2.2 x 2.2 meter (inside) and depth from

(i) 4.0 to 5. 0 meter depth

(ii) 6.0 to 7. 0 meter depth

Iteam no17 Making connection to the ex.M.H.in running sewer incl. Dewatering and other

required machinery etc. of following dia pipes at any convenient time. All damaged

work shall be well repaired as per instructions. etc..complete.

a a. 150 mm to 300 mm dia.

b b. 400 mm to 600 mm dia.

c c. 700 mm to 900 mm dia.

d d. Up to 1600 mm dia.

Iteam no18 Cutting the pipes of following dia coming in the new M.H.in running sewer

including cutting bars, including removing debris /silt from the M.H. and carting at a

suitable distance etc..complete as directed. No paymentfor M.H.work will

be made until pipe is not cut completely in all respect.

a 150 mm to 300 mm dia.

b 400 mm to 600 mm dia.

c 700 mm to 900 mm dia

Iteam no19 Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged

brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing MH sheet cover, removing the debris from MH and

carting the same as directed.

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

b (B) up to 0.35 mt. (@ Two Coarse)

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

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

Iteam no20 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.

Iteam no21 Dismantling of existing Arch type manhole up to Arch and then Const. Slab type

manhole of following size incl. excavation, refilling and & finished 15 mm thick

cement plaster inside in CM 1:3, P/F 4 mm diaM.S.Steel HDPE coated steps 35 cm

c/c at 35 cm staggered in masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3,

including Cantering & reinforcement as directed by engineer in charge. Rate

includes carting of debris and excavated soil.

a 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

b 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement (Single

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt.From

c 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level)

d 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From

e 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement (double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From

Iteam no22 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a (SET cover and frame) F.R.C. Extra Heavy Duty [EHD-35] Machinehole

Covers & Frame- 560mm ø clear opening,

( OnlyCover ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers &

Frame- 560mm ø clear opening, The dimension of frame and cover as per

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

( OnlyFrame ) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

b (SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm

ø clear opening,

(Only Cover) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 560mm ø clear

opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 :

2002 table 1 (Only Cover)

"(Only Frame ) F.R.C. Heavy Duty [HD- 20] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

c (SET cover and frame) F.R.C. Medium Duty [MD-10] Machinehole Covers & Frames-

560mm ø clear opening,

(Only Cover ) F.R.C. Medium Duty [MD- 10] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

(Only Frame ) F.R.C. Medium Duty [MD- 10] Machinehole Covers & Frames- 560mm ø

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

d (SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x

mm clear opening,

(Only Cover ) F.R.C. Medium Duty [MD- 10] Chamber Covers & Frame- 600 x 450 mm

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

(Only Frame ) F.R.C. Medium Duty [MD- 10] Chamber Covers & Frame- 600 x 450 mm

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS

Iteam no23 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)

Iteam no24 Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for

existing EHD-35 FRC MH cover, rate also incl. loading, unloading and fixing the

frame in line and level to match exisisting road level in C.C. 1:2:4 and finishing

smooth, watering and protecting for 7 days etc. complete as per instruction by engg.

Iteam no25 Providing Kachhaof Pakka Dummy in the followingdia pipes and removing the

same after completion of the connection work as directed.

a (A) 100 mm to 300 mm dia.

b (B) 350 mm to 600 mm dia

c (C) 650 mm to 900 mm dia

d (C) 1200 mm dia

Iteam no26 Providing Dead Cantering using good quality Country Wood Planks, wall Plate of

required thickness and size including placing the nece. supports of reqd. size,

nailing, fixing with mortar, levelling. All specification for dead centring as per

standard engg. practice etc. comp. as directed.

Iteam no27 Supplying, labour for Excavation of all types of soil at any depth including

excavation of aphalt pavement of any thickness,demolition of brickwork in cm of any

proportion including staking of serviceable materials and disposal of unserviceable

materia etc. comp. as directed

a Mazdoor (Male) at day /Night (R&B SOR 2023-24 sr no.1051 Code no.L022)

b Mazdoor (Female) at day (R&B SOR 2023-24 sr no.1050 Code no.L021)

c Makadam/Supervisor/Fitter at Day/Night

Iteam no28 Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S.angles at max. 2.00 metercentre to centre, C.G.I. Sheet,

reflective paint / Board out side to avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item also includes for making temporary

sufficient nos of lighting arrangement through out the work with necessary required

arrangement. The same shall be removed after completion of work. (Only for break

down work from start to complete)

Iteam no29 Labour charger for lowering existing Ventilating column safely with the help of

required capacity of hydra crane or any type of required capacity of crane. Item also

includes welding machine , gas cutter , electric cutter , breaker etc necessary

machineries required for this work with out damage and item also includes carting

thesame to the AMC store. etc. comp as directed.

Iteam no30 Providing TMT Bar FE415 reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level (upto 10 ton)

Iteam no31 "Brick work using common burnt clay building brickshaving

crushingstrength notless than35 kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement

: 5 -fine sand)(B) Conventional "

Iteam no32 Providing15mm thickcement plaster in single coaton Rough (Similar) side of

single or half brick walls for interior plastering up to floor two level

and finished evenand smoothin (i) Cement mortar 1:3 (1-cement:3-sand)

Iteam no33 Reinstatement of Asphalt road using the same material.

Iteam no34 Raising of MH using new mathod as per drawing and tech.details below (1) cutting

road by cutter machine up to 0.15mt. Depth and up to 1.50 X 1.50 sq mt max. area.

(2) Demolishing surrounded portion of MH seat to remove seat from base masonary

by braker.(3) p/l brick maso. Up to 0.16 mt. in CM1:3 ( two course) (4)

Fixing/Placing MH seat after base morterbedding madefrom MasterEmaco -S488

towerable mortar as per requirement (5) P/L 10 mm grit mix conc. made of

SHRINKKOMP-30 surround to MH seat in any thicknes up to 0.35 mm max below

raod level and finish it rough surface. (6) labour work for laying cold mix bitumin

asphalt up to road surface and make it smooth finish after properly compacting by

Iteam no35 Providing andCasting insitu ordinarycement concrete M200 for R.C.C. Raft and

cuttoff wallsincluding necessary shuttering laying, vibrating, ramming and curing

complete.(B) Walls, fomtop of foundation level upto floor two level (upto 10ton).

Iteam no36 Providing and laying cement concrete 1:4:8 (1-Cement: 4-coarse sand:8- and broken

stone aggregates 40 mm nominal size) and curing complete excluding cost of

formwork in(A) Foundation and Plinth (upto 10 ton)

Iteam no37 Providing and operation dewatering Pump including fuel charges & operator

Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No

payment should be allowed for non working condition of machinery )

Iteam no38 Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost

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

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

payment should be allowed fornon working condition of machinery )

Iteam no39 Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting

machinery, and lighting and other requirements with Arranging diesel to run the

D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be allowed for non

working condition of machinery )

Iteam no40 Hiring Charges For J.C.B.MachineInclduing Cost Of Fuel, Operator, DirverEtc..

Iteam no41 Providing &Supplying Hitachi Machine-110 capacity on rental basis in case of

emergency situation and break down type work& alsoduring unavoidablecondition

as per instruction of engg.incharge , rate includes all nece. shifting, fuel

andoperating charges . (No paymentshould be allowed for non working condition

Iteam no42 Providing &Supplying Hitachi Machine-200 capacity on rental basis in case of

emergency situation and break down type work& alsoduring unavoidablecondition

as per instruction of engg.incharge , rate includes all nece. shifting, fuel

andoperating charges . (No paymentshould be allowed for non working condition

Iteam no43 Providing & Supplying hydra carne Machine of 12 tone capacity on rental

basis in case of emergency situation and break down type work & also during

unavoidable condition as per instruction of engg.incharge , rate includes all nece.

shifting, fuel and operating charges . (No payment should be allowed for non working

condition of machinery)

Iteam no44 Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver

Iteam no45 Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on

site by using Operator, fuel, power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery and for pipe line

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

Iteam no46 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work

on site by using Operator, fuel, power Supply etc. Complete as Directed. (No

payment should be allowed for non working condition of machinery and for pipe line

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

Iteam no47 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.

Iteam no48 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm

thick cement plaster inside the catch pit in the proportion of CM (1:3) with outjali

etc. comp. as directed.

Iteam no49 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge.

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

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

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

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

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

THE SAME I AGREE TO ABIDE BY THEM.

CONTRACTOR'S SIGNATURE Add City Engineer

& STAMP (South West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

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

will be applied.

Seal and Signature of the Bidder Add City Engineer

Date: (South West Zone)