Repairing Work Of Different Drainage/Strom pumping Station in South Zone, East Zone and North Zone of AMC Area. (ARC)

Technical Bid Opening Date :- 04/08/2026 at 11 : 00 Hrs

Detail and Tender available on www.tender.nprocure.com

Municipal Commissioner

AHMEDABAD MUNICIPAL CORPORATION

Notice inviting Tender

Competent authority on behalf of Municipal Commissioner of Ahmedabad Municipal

Corporation invites percentage rate sealed tenders from interested contractors for the following

work at different locations within the limit of A.M.C.

1 Name of work Repairing Work Of Different Drainage/Strom pumping

Station in South Zone, East Zone and North Zone of

AMC Area. (ARC)

2 Estimated Tender Rs.

3 Tender fee Rs.2400.00

(Non refundable) (Demand Draft in favour of Municipal Commissioner, Ahmedabad)

4 Time Limit 12 Months (Excluding monsoon)

5 Download of Tender Tenders from the website www.tender.nprocure.com or shall be

Documents down loaded mentioned AS PER TENDER NOTICE INVITED

6 Required registration Register “D” class having in Road Works in PWD in Govt. R&B

/ CPWD / AMC or equivalent register with any other state Govt.

or institutions.

7 Earnest Money Deposit Rs.91,045/- (Demand Draft / pay order / Bank Guarantee in

(Bid security) favour of Municipal Commissioner, Ahmedabad is to be

(1 % of Estimate put to submitted as prescribed as below. Demand Draft/Bank Guarantee

tender) shall be from approved list of AMC of banks and the issuing

branch of bank guarantee shall be of Ahmedabad city only. (As

Per AMC finance Dept . Circular No.10 Dt.01/06/2022)

8 Submission of EMD andTender Fee & EMD should Submitted physically along with

Tender Fees tender documents as described in the invitation of tender should

be submitted to Assistant Manager(PWA), 2nd Floor, B –

Wing, Sardar Patel Bhavan, Danapith, Ahmedabad-380001.

Bid submitted without bid security & tender fee shall be treated

as non responsive and shall be summarily rejected.

9 Mode of sending the The whole tender shall be submitted by two modes.

Tender Documents Whole tender shall be submitted only on www.nprocure.com

website as per Schedule mentioned in Notice inviting Tender.

Tender Fee, EMD, technical bid and other relevant PQ

Documents as per check list given in tender shall be

submitted physically in two copies (Original & duplicate) in

sealed envelope as per Schedule mentioned in Notice inviting

10 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum. The

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

entertained under any circumstances.

11 Submission of Price Bid The Price bid shall be submitted online only. The bidder shall fill

percentage rate on amount of BOQ online only until specified.

Price Bid shall be submitted physically duly signed & seal without

mentioning quoted rated, else it shall be considered as rejected.

12 Opening of Technical bid As per Notice inviting Tender / Addendum / Corrigendum.

13 Tender validity period 120 days from the last date of submission of Tender.

14 Security Deposit Security Deposit shall be at 5 % of the contract value in the form of

bank Guarantee /DD (Bank Guarantee issued from Ahmedabad Branch

only as per para A.4.24).

The security deposit shall be payable in 15 days from date of receipt of

LOI failing which interest will be charged by AMC.

15 Deductions from

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 Labour welfare cess as per the Act, 1996 (non refundable) shall

be deducted from each running bill.

16 Defect & Liability Period Not applicable in this case. If applicable than refer condition of

contract attached over rule as per form B-1 published by

17 Compansation for Delay If the Contractor fails to complete the work under contract by the

stipulated date, he shall pay liquidated damages of 10% of

remaining work after time limit.

• All the circulars which were published by Authorities of AMC time by time will be

applicable on said Tender and bound to bidder with out any condition.

• Conditional tenders will not be accepted in any case. Municipal Commissioner reserves

the rights to reject any or all the tenders without assigning any reasons thereof.

• The authorized signatory holding Power of Attorney shall only be the Digital Signatory.

In case authorized signatory holding Power of Attorney and Digital Signatory are not the

same, the bid shall be considered non-responsive.

Seal and Signature of the Bidder Additional City Engineer (Drainage Project)

Date: Ahmedabad Municipal Corporation

(On contractor’s Letter Head / certified with Stamp and Sign with Contact Detail)

TENDER DECLARATION FORM

Additional City Engineer

(Drainage Project),

Ahmedabad Municipal Corporation,

Name of Work:- Repairing Work Of Different Drainage/Strom pumping Station in South

Zone, East Zone and North Zone of AMC Area. (ARC)

I/We the undersigned have carefully gone through and clearly understood the Tender

documents of above mentioned project comprising of Notice Inviting tenders, Articles of

Agreement, Scope of work, Definition of terms, notes Instructions/Information to Bidder,

Condition of Contract, special condition of contract, Appendices, Specifications, Bill of

Quantities, furnished by AHMEDABAD MUNICIPAL CORPORATION.

I/We do hereby offer to execute and complete the whole of the work within the time

specified all in accordance with the specification, designs, drawing and instruction in writing

referred to in the said document and with such materials as mentioned for, at the respective rates

which I/we have quoted in the Price Bid or at such other rates as may be fixed under the

provisions of these conditions.

In the event of this tender being accepted I/We agree to enter into an agreement and

when required, execute the contract, according to your form 1 of agreement as or in default

where of I/we bound myself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/We shall not enter in agreement within fifteen days or as

decided by AMC from the date of receipt of letter of acceptance, you will forfeit the earnest

money paid by me/us and take necessary action as deemed fit.

I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money Deposit",

for the sum as mentioned in NIT, the full value of which is to be absolutely forfeited to the

Employer If I/We fail to commence the work specified. Otherwise the Employer shall retain the

said sum, as on account of such Security Deposit as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other than those that may be approved in

accordance with conditions in the aforesaid documents.

I/We understand that Municipal Commissioner is not bound to accept the lowest or any

tender, which are received. I / We also understand & agree that Municipal Commissioner

Reserves the right to allot number of tenders to successful bidders at his sole discretion in case if

I / We am/are lowest in more than one tender.

I/We am/are bound to execute the job if the work order is issued within 120 days from

the date of opening of the tender.

I am bound to execute the work by maintaining all Quality aspects/parameters mentioned

in the tender terms and conditions. I am also bound to submit all supporting Genuine Original

documents as and when asked and if any discrepancy found in such documents as well as in the

executed Work with respect to Quality/Quantity at any stage of work or even after completion of

work, it will be solely my Responsibility. I am bound to prove originality of all documents

submitted by me and if any Documents found false/fake then Municipal Commissioner/AMC

has right to take any action/penalty/punishment against me.

I am also bound that if I/we, indulged into any malpractice and/or used any inferior

quality and/or the construction of road is found to be of an inferior quality under this contract

than in such case Municipal Commissioner/AMC has right to debar/ blacklist permanently.

I/We agree to pay the Government income-Tax, (excluding GST), Octroi duties, Royalty

on material (i.e. Aggregate, Sand etc.) And any other taxes prevailing and from time to time on

such items on which the same are leviable and the rates quoted by me/us are inclusive of the

Yours faithfully

Seal and Sign of Contractor

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Drainage Project

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

Name of Work : Repairing Work Of Different Drainage/Strom pumping

Station in South Zone, East Zone and North Zone of AMC Area.

Sr. No. Item Description Qty Units Rate Amount

1.0 Excavation for foundation upto 1.5 m

depth including sorting out and stacking

of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

(A) Loose or soft soil

a) 0 to 1.5 meter depth 200 CMT 115.92

b) 1.5 to 3.0 meter depth 50 CMT 128.52

c) 3.0 to 5.0 meter depth 50 CMT 141.11

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 includes spreading

& levelling etc complete. Internal

2.0 conveyance above 50 mt done within the

work site is not payable. Note: Quantity

Shoud not be more then the quantity equal

to excavation minus back filling. (no

bulkage) (R&B Ahmedabad City SOR

2023-24 Statement 5 Item Code

030201A2 Page No.6)

a Lead up to1 Km. 50 Cmt 320.20

b Lead From 1 Km to 2 Km. 50 Cmt 347.73

c Lead From 2 Km to 3 Km. 50 Cmt 370.53

d Lead From 3 Km to 4 Km. 50 Cmt 390.56

e Lead From 4 Km to 5 Km. 50 Cmt 408.41

f Lead From 5 Km to 10 Km. 20 Cmt 417.67

g Lead From 10 Km to 15 Km. 20 Cmt 425.67

Filling available excavated earth

(excluding rock) in trenches. plinth,

sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating

each deposited layer by ramming and

Filling in plinth with sand under floors

4.0 including watering, ramming, 20 CMT 455.63

consolidating and dressing etc. Complete.

Demolition including stacking of

serviceable materilas and disposal of

unserviceable materials with all lead and

a) (i) R.C.C work 50 CMT 1047.38

Demolition of Brick work and stone

masonry including stacking of serviceable

materilas and disposal of unserviceable

materials with all lead and lift.

a) (ii) In Cement Mortar. 30 CMT 544.95

Dismentaling tiled of stone floors laid in

mortar including stacking of serviceable

materilas and disposal of unserviceable

materials with all lead and lift.

8.0 central verge -kerb stone 100 Rmt 8.00

Dismantaling doors, windows, ventilators

etc. (woodorsteel) shutters including

chowkhats, architraves, holdfasts and

other attachment etc. complete and

stacking the materials with all lead and

a) (i) Note xceeding 3 Sq.M. in area. 20 Each 185.85

b) (ii) Exceeding 3 Sq.M. in area. 0 Each 248.85

Dismentaling of sheet roofing including

ridges, Hips, Valleys, Gutters etc.

10.0 stacking of serviceable materilas and 200 Smt 47.25

disposal of unserviceable materials with

all lead and lift. (i) G.I.sheet roofing.

Dismentalings manglore of country tile

roofing with battens boarding etc.

including stacking of serviceable

materilas and disposal of unserviceable

materials with all lead and lift. (ii) A.C.

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,

12.0 soiling /cutting reinforcement etc.comp.

with stacking the material as directed.

(based on previously approved rate by CE

sir (AMC Drainage SORJan-2016) and

As per Road Project Rate W/O GST

a up to 0.20 meter thickness (By Manual) 100 Smt. 71.10

Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine

including cost of operator, fuel, &

transportation etc complete.

0.30 meter & above (By any type of

Breaker Machine or R.C.C.Cutter

machine including cost of operator, fuel,

& transportation etc complete.

13.0 Providing Scaffolding for Demolation,

Plaster work & painting work by "H"

Frame Stand of by any means like

bamboo, valli etc. inluding carting

material work site and removing after

compltion of work. Rate include any type

rent etc complet for any height as

directerd by engg. incharge.(Non SOR)

14.0 C.C. (M-15) (GWSSB SOR 2022-23 Sec-

Item.no.3 pg.43 )

Providing and casting in situ C.C. in

grade M-15 (approx. corresp. to prop.

1:2:4) (proportions as per mix design or

as per Table 9 of IS 456 2000 in masses

by weigh batching ) using granite,

quartzite trap metal of size 6 mm to

mm for RCC work, including scaffolding

centering, form work, needle vibrated

consolidation, curing comp. up to 6 meter

depth or height (excluding cost of

reinforcement and neat finishing) with

centering and shuttering/ deshuttering etc.

comp. for structure for other than water

retaining. (GWSSB SOR 2022-23 Sec-

1.C Item no.3 pg.43 )

1. Footing (without form work) 5 Cu.M 4732.00

2. Footing for column or foundation (with

15.0 C.C. M-25 Control concrete for water

retaining structures (GWSSB SOR 2022- 0

23 Sec-1.C Item no.6 pg.44 )

Providing and cast in situ C.C. in grade

M-25 proportions of ingredients as per

mix design by weigh batching using

granite, quartzite trap metal of size

mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering

formwork, needle vibrated consolidation,

curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with

centering and shuttering/ deshuttering etc.

comp. up to 6 meter height /depth Av.

G.L.for all water retaining structures.

1. Bottom slab or floor slab with

2. Bottom slab or floor slab – without

3. Bottom dome / roof dome 5 Cu. M 8281.00

4. Slant slab/conical wall or conical shell 2 Cu. M 8266.00

5. Beams /Ring beams/Ring girders 2 Cu. M 8347.00

6. up to 15 cm thick 5 Cu. M 8597.00

7. Above 15 cm and up to 20 cm 5 Cu. M 8262.00

8. Above 20 cm and up to 25 cm 5 Cu. M 8006.00

10. Columns 2 Cu. M 9195.00

16.0 Providing and laying cement concrete

1:3:6 (1-Cement: 3 - Coarse sand : 6 -

Graded brick bat aggregate 40 mm

normal size) and curing complete

excluding cost of form work.(A)

Foundation and Plinth

17.0 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:

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)

18.0 Providing & Applying Tri mix with

Dewatering Machine floter machine on

constructed RCC work including Machine 100 Smt 54.00

& Labour etc Comp as directed (approved

19.0 Making 15 mm Groove on RCC work on

road and fill it with poly sulfied selant

and finished it good include all labour

charges etc Comp as directed

20.0 Providing TMT Bar FE 500D

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

21.0 Cement Plaster ((I.No.17.6 + 17.69 R &

Providing 15mm thick cement plaster in

single coat on Rough (Similar)side of

single or half brick walls for interior

plastering upto floor two level and 200 Sq.m 222.56

finished even and smooth in (i) Cement

mortar 1:3 (1- cement:3-sand) finishing

with a floating coat of neat cement slurry.

B) – do – Without water proofing

22.0 Brick work using common burnt clay

building rickshaving crushing strength not

less than 35kg./Sq.Cm. in foundation and 20 Cmt 4345.02

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

5 -fine sand)(A) Modular

23.0 Extra for brick work in superstructure

above plinth level upto floor two level (B) 30 Cmt 272.25

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

24.0 including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores,

stacking etc.complete As Directed by

engineering in charge.(IS-458/1989)

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

Lowering, laying and jointing R. C. C.

pipes of following diameters in proper

position, grade and alignment at all level

as directed by Engineer-in-charge

including conveyance from stores to site

of work, labour, giving hydraulic testing

as per ISI code.

Class NP2,NP3,NP4

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. 1 Nos 1500.00

b 400 mm to 600 mm dia. 1 Nos 2500.00

c 700 mm to 900 mm dia. 1 Nos 3500.00

d 1200 mm dia 1 NO 4500.00

Providing Dummy or Plug the Running

Sewer by using M.S. Plate , safety

measures,Labour,mud pump,D.G. set &

Transportation of the same machinary

also inclues removing of dummy when

required and placed labour & Supervisor

remain present till the work comp.etc. as

a 600 mm dia To 1200 mm dia 1 No. 60000.00

b Above 1200 mm dia 1 No. 90000.00

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. (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe

line Drainage Work Item No.11 Page 2)

a 0.60 X 0.45 mt. size Inside Clear, Depth

from 0.0 to 0.90 meter for pipe dia <=150 10 No 2261.61

b 0.60 X 0.75 mt. size Inside Clear, Depth

from 0.0 to 0.90 meter for pipe dia <=230 10 No 2874.11

c 0.75 X 0.75 mt. size (Inside Clear) Depth

from 0.0 to 1.20 meter for pipe dia <=230 2 No 3905.36

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

Mm Dia M.S.Steel Hdpe Coated Steps

Cm C/C At 35 CmStaggered Masonary In

Cm 1:5, Rcc Slab In Cc 1:1.5:3 of

thickness 15 C.M.,Including Cantering

& Reinforcement (Single jalli at 15 C.M.

c/c bothway 10 mm dia.)But Excluding

The Cost Of Manhole Seat Cover

Etc..Completed Of Size 0.75 X

Meter (Inside Clear, M.H. length should

be parallel to the flow) (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe

line Drainage Work Item No.12 Page 3)

a 1.00 to 2.00 meter depth, (Slab at Ground

level) (for pipe dia <=230 mm) 2 No 5651.79

b 2.00 to 3.00 meter depth, (Slab at below

0.60 mt. From G.L.)(for pipe dia <=300 2 No 11395.54

Rate reduction over item of Constructing

Slab Type M.H. Chamber of size 1.00 x

0.75 mt for constructing slab @ depth

more than 0.60 mt below Ground Level

30.0 (Max. 3 unit of DM should be reduced in 1 DM 460.71

this item) (As Per R.A. Based on Building

SOR 2015-16) (SOR - (Jan. 2016) Rates

for work of Drainage / SWD pipe line

Drainage Work Item No.13 Page 3)

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

mm dia M.S.Steel HDPE coated steps

cm c/c at 35 cm staggered in masonary

31.0 CM 1:5, RCC Slab in CC 1:1.5:3 of 0

thickness 23 C.M., including

Cantering & reinforcement (double jalli

at 15 C.M. c/c bothway 12 mm dia.) but

excluding the cost of Manhole seat cover

etc..completed. of Size 1.00 X 1.40 meter

(Inside Clear,M.H. length should be

parallel to the flow, for pipe dia <=

mm) (SOR - (Jan. 2016) Rates forwork of

Drainage / SWD pipe line Drainage Work

ItemNo.14 Page 3)

a 1.00 to 2.00 meter depth, (Slab at Ground

b 2.00 to 3.00 meter depth, (Slab at below

0.6 mt. From G.L.) 10 No 19258.04

c 3.00 to 4.00 meter depth,(Slab at below

1.00 mt. From G.L.) 5 No 26867.86

d 5.00 to 6.00 meter depth, (Slab at below

1.00 mt. From G.L.) 1 No 44050.00

e 7.00 to 8.00 meter depth, (Slab at below

1.00 mt. From G.L.) 1 No 66632.14

Extra rate over item of Constructing Slab

Type M.H. Chamber of following size for

constructing M.H. Chamber, per

Decimetre of additional depth or part

32.0 thereof. etc. complete. Of size 1.00 x 1.40 0

mt. (inside clear) and Depth from (SOR -

(Jan.2016) Rates for work of Drainage /

SWD pipe line Drainage Work Item

a 4.00 to 5.00 meter depth, 20 DM 521.43

b 6.00 to 7.00 meter Depth 10 DM 536.61

c 8.00 to 9.00 meter Depth 10 DM 551.79

d 9.00 to 10.00 meter Depth 10 DM 564.29

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

depth) and 1.0 mt for (MH above 3.0 mt

depth) below Ground Level (Max. 5 unit

of DM should be reduced in this item)

(SOR - (Jan. 2016) Ratesfor work of

Drainage / SWD pipe line Drainage Work

Item No.16 Page 3)

Dismantling of existing Arch type

manhole upto Arch and then Const. Slab

type manhole of following size incl.

excavation, refilling and & finished

mm thick cement plaster inside in CM

1:3,P/F 4mm dia M.S. Steel HDPE coated

steps 35 cm c/c at 35 cm staggered in

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

in CC 1:1.5:3, including Cantering &

reinforcement as directed by engineer in

charge. Rate includes carting of debris

and excavated soil (SOR-(Jan. 2016)

Rates for work of Drainage/SWD pipeline

DrainageWork ItemNo.17 Page 4)

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 5 No 5892.86

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

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.) 5 No 8883.93

From 2 to 3 mt depth (Slab at below

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.) 2 No 8080.36

From 0 to 2 mt depth (Slab at Ground

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 10mm dia.) 2 No 17008.93

From 2 to 3mt depth (Slab at below

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.) 1 No 24776.79

From 3 to 4 mt depth (Slab at below

Constructing Bombay Pattern Type

CatchPit of size 0.60 x 0.60 depth

upto1mt including excavation, B.B.C.C.

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

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

35 flooring in the prop M15 at bottom and 10 No 3125.00

15mm thick cement plaster inside the

catchpit in the proportion of CM

(1:3)without jali etc. comp. as directed.

(As per R.A. Based on Building SOR

2015-16) (AMC Drainage SOR-Jan-2016)

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

(SOR - (Jan. 2016) Rates forwork of

Drainage / SWD pipe line Drainage Work

Item No.21 Page 4)

up to 0.15 mt. (@ Two Coarse) 10 No 732.14

up to 0.35mt. (@ Four Coarse) 10 No 1160.71

up to 0.65 mt. (@ Seven Coarse) 10 No 1794.64

up to 0.90 mt. (@ Ten Coarse ) 10 No 2160.71

Dewatering by pumping set (GWSSB

37.0 SOR 2022-23 Sec-E Item no.1 pg.104 )

Dewatering by pumping set of

Dewatering by pumping set of required

capacity including temporary platform

carting pumping at site and fixing the

same in position including all accessories,

and fuel and labour etc.complete.

Pump set of Capacity 5000 HP/Hr. 18.32

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 )

(As per Market Rate on page No.)

Idealing Charge for 20 KV 3 Phase

Electric Generator (As per Market Rate

on page No. ) Note:- As per Market rate

convert it into Shift to Hour basis

Hiring and operating the 60 KV 3 Phase

Electric Generator for operating desilting

machinery and lighting and other

requirements with Arranging diesel to run

40.0 the D.G. set Do As Directed. 8 Hrs 20 Shift 8400.00

Shift.(No Payment should be Allowed for

non workinh Condition of machinery)

(Based on Previously approved rate by C

supply super sucker machine incl.

fuel,machine operator ,driver,loading

41.0 unloading of pipe,suction machine,two 2 Shift 39000.00

silt loader,removing silt from loader at

perticular place etc.comp.as directed.

Hiring of Hydra / Crane with Driver (8

42.0 working Hours in Day)

(i) Hiring of crane 10 Day 6412.47

(ii) Hiring of Hydra

12 tone 4 Day 3334.49

20 tone 4 Day 4382.53

Hiring of Tractor with trolley considering

43.0 8 hrs. as working day hours incl. Driver 10 Day 2104.09

Hiring of Three wheeler carrier (Chakado

44.0 Rickshaw) considering 10 hrs. as working 10 Day 1153.24

day hours incl. Driver

Providing & Supplying JCB Machine on

rental basis in case of emergency situation

and break down type work & also during

unavoidable condition as per instruction

of engg.incharge , rate includes all nece.

shifting, fuel and operating charges and

45.0 stacking of useful & non-useful materials 50 Hr 535.71

separately up to store. (No payment

should be allowed for non working

condition of machinery and for pipe line

excavation and laying work)

(AMC Water ARC SOR 15-16 It.No.24

pg.no.4 - 12% GST)

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

andoperating charges . (No payment

should be allowed for non working

condition of machinery ) (SOR - (Jan.

2016) Rates for work of Drainage / SWD

pipe line - Machinery Item No.5 Page

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

47.0 includes all nece. shifting, fuel and 50 Hr 2410.71

operating charges. (No payment should be

allowed for non working condition of

machinery ) (SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line -

Machinery Item No.6 Page no.7)

Providing & Supplying Any Type Of

Hitachi Machine 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.As

Per Market Rate.

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

49.0 working condition of machinery and 50 Shift 1071.43

for pipe line excavation and M.H.

work. Allowed only for break down

work) (SOR - (Jan. 2016) Rates for work

of Drainage / SWD pipeline - Machinery

Item No.9 Page no.7)

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

50.0 working condition of machinery and for 50 Hour 535.71

pipe line excavation and M.H. work.

Allowed only for break downwork) (SOR

- (Jan. 2016) Rates for work of Drainage /

SWD pipe line - Machinery Item No.10

Providing & Supplying JCB Breaker

Machine on rental basis for demolish

RCC,asphalt etc.demolition type work &

51.0 also during unvoidable condition as per 50 Hour 1500.00

instruction of engg, incharge , rate

includes all nece.shifting,fuel and

operating charges.

Carting and Fixing M.H. Chamber or

Catchpite Seat and Cover in line and level

to match exisisting road level in CC 1:2:4

and finishing smooth, watering and

protecting for 7 days etc. complete as

directed.M.H. seat cover will be supplied

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

Drainage SOR Jan-2016)

Providing F.R.C. MH seat cover incl.

carting to the work site etc. comp.

53.0 Directed.(Based On Rate Of Central

Store Circular No.11/2022-23, Dt.14-

a (SET cover and frame) F.R.C. Extra

Heavy Duty [EHD-35] Machinehole

Covers & Frame- 560mm ø clear opening, 5 Set 6165.25

The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

a1 ( Only Cover ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension 5 No 3385.59

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

a2 Only Frame ) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frame-

560mm ø clear opening, The dimension 5 No 3029.66

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, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

(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

(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 12592 : 2002 table

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

Duty [MD-10] Machinehole Covers &

Frames- 560mm ø clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

2002 table 1 (SET cover and frame)

c1 (Only Cover ) F.R.C. Medium Duty [MD-

10] Machinehole Covers & Frames-

560mm ø clear opening, The dimension 5 No 2224.58

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

c2 (Only Frame ) F.R.C. Medium Duty

[MD- 10] Machinehole Covers & Frames-

560mm ø clear opening, The dimension 5 No 2076.27

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

d (SET cover and frame) F.R.C. Light Duty

[LD-2.5] Machinehole Covers & Frames-

560mm ø clear opening, The dimension 20 Set 3050.85

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

d1 (Only Cover ) F.R.C. Light Duty [LD-

2.5] Machinehole Covers & Frames-

560mm ø clear opening, The dimension 10 No 1652.54

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

d2 (Only frame ) F.R.C. Light Duty [LD-

2.5] Machinehole Covers & Frames-

560mm ø clear opening, The dimension 10 No 1525.42

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

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

Duty [MD-10] Chamber Covers &

Frame- 600 x 450 mm clear opening, The

dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 :

e1 (Only Cover ) F.R.C. Medium Duty [MD-

10] Chamber Covers & Frame- 600 x

mm clear opening, The dimension of 10 No 2224.58

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

e2 (Only Frame ) F.R.C. Medium Duty

[MD- 10] Chamber Covers & Frame-

x 450 mm clear opening, The dimension 10 No 2076.27

of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

f (SET cover and frame) F.R.C. Light Duty

[LD-2.5] Chamber Cover & Frame -

x 450mm clear opening,The dimension of 10 Set 3262.71

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

f1 (Only Cover ) F.R.C. Light Duty [LD-

2.5] Chamber Cover & Frame - 600 x

450mm clear opening,The dimension of 10 No 1822.03

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

f2 (Only Frame ) F.R.C. Light Duty [LD-

2.5] Chamber Cover & Frame - 600 x

450mm clear opening,The dimension of 10 No 1673.73

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

g (SET cover and frame) F.R.C. Light Duty

[LD-2.5] Chamber Cover & Frame -

x 450mm clear opening,The dimension of 10 Set 2288.14

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

g1 (Only Cover ) F.R.C. Light Duty [LD-

2.5] Chamber Cover & Frame - 450 x

450mm clear opening,The dimension of 10 No 1355.93

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

g2 (Only Frame ) F.R.C. Light Duty [LD-

2.5] Chamber Cover & Fr0ame - 450 x

450mm clear opening,The dimension of 10 No 1355.93

frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

Supplying, labour for break down

repairing work for activitieslike

excavation, disliting, removing debris

from trench backfilling etc. comp. as

54.0 directed by Eng.in charge. (Rate as 0

perLabour, Skill Development &

Employment Department, Government of

Gujarat Notification dated 27th March

a Mazdoor At Day/Night (Unskilled Zone-1

b Mukadam At Day/Night (Semi-skilled

Zone-1 Empl.type -6) 50 Nos. 462.00

Structural steelwork riveted, bolted or

welded in built up for all type sections,

inframed work, including cutting,

55.0 hoisting, fixingin positionand applying 1000 kg 126.68

apriming coat of approved steel primer all

complete as per the structural design sand

directions of Engineer in charge.

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

56.0 mixed Material by tipper to site, laying in 0

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.

(Road Project Approved Rate)

Production & Supply of WMM 100 Cmt. 1708.13

Laying of WMM 100 Cmt. 31.25

Raising of Existing manhole item

includes,cutting of existing road surround

by Manhole by diamond cutter machine

dismantling of road in confined area by

breaker machine and carting of dismantal

material.item also included necessarey

brick work to raise the manhole at road

level in CM 1:3 item also included fixing

of Manhole frame at exact road level by

using MaserEmaco S 488 trowable fibre

reinforced thixotropic repair mortal

material Laying of concrete made form

Master Emaco 5 346 flowable micro

concrete material in desired thickness and

laying of hot bitumanous material in

Upper layer and compaction of hot

bitumanious material by palte compactor

machine .Rate also included necessary

plaster at inside of manhole in CM 1:3 in

20 MM thickness on raised brickwork.(As

per Road Project Approved rate w/o GST)

Providing & Laying polished granite

stone slab 18 mm thick in risers of steps,

dedo amd pillars laid on 10 mm thick

58.0 cement mortar 1:3 (1 cement:3 coarse 10 Smt 2690.00

sand) and jointed with gray cement slurry

including rubbing & polishing

White washing with lime on wall surface

(two coats) to give an even shade

59.0 including thoroughly booming the surface 500 Smt 12.29

to remove all dirt, dust; mortar drops and

other foreign matter.

Painting one coats (excluding priming

coat) on previously painted steel and

other metal surface with enamel paint,

brushing to give an even shade including

cleaning the surface of all dirt, dust and

other foreign matter.

Painting two coats (excluding priming

coat) on new steel and other metal surface

with synthetic enamel paint, brushing to

give an even shade including cleaning the

surface of all dirt, dust and other foreign

Finishing wall with weather proof exterior

emulsion paint on wall surface (two

coats) to give an required shape even

shade after thoroughly brushing the

surface to remove all dirt, and remains of

loose powdered materials.etc complete.

Brands:- Asian Paint, Berger Paints,

Distempeing (Two coats) with oil bound

washable distemper of approved brand

and of required shade on wall surfaces to

give an even shade, after thorouhly

brushing the surface clean of all

63.0 greasedirt, loose pieces of scales and also 3000 Smt 76.08

including distempering with oil bound

washable distemper of preparing the

surface even and sand papered smooth.

Brands:- Asian Paint, Berger Paints,

Wall painting (two coats) with plastic

emulsion paint of approved brand and

manufacture on undecorated wall surface

64.0 to give an even shade including throughly 3000 Smt 78.44

brushing the surface free from mortar

droppings and other foreign matter and

sand papered smooth.

Applying two coats of putty & two coats

of primer of approved brand and

manufacture on new wall surface to give

65.0 an even shade including thoroughly 2500 Smt 40.19

brushing the surface free from mortar

dropping and other foreign matter and

sand papered smooth.

Providing and fixing M.S. grills of

required pattern to wooden frames of

windows etc. with M.S. flats at required

spacings and frame alround, square or

round bars with round headed bolts and

nuts or by screws (A) Plain Grill.

Providing and fixing 35 mm thick shutters

for Doors, windows and clerestory

windows including Indian teak wood

frames 10 cm x 7 cm. size including

anodized alluminium fixtures and

fastenings including primer coat of

approved quality and two coats of oil

painting etc, complete. (ii) Fully Panelled.

Providing erecting and fixing double

coated ISI water tank of required capacity

68.0 each with all necessary fittings and 5977 ltr. 3.91

connection etc. complete on terrace

(approved brand and make)

Providing & fixing to wall ceilling and

floor galvanised M.S. tubes medium

69.0 grade of following nominal bore, tube

fittings & clamps incl. Making good the

wall ceiling & floor.

a) 15 mm. Dia. 20 Rmt. 244.13

b) 20 mm. Dia. 20 Rmt. 297.25

c) 25 mm. Dia. 20 Rmt. 393.93

Providing, laying and jointing in true line

70.0 and level UPVC pipe (SCH-40) of

following dia. Including fittings of

standard make as approved by Engineer-

a 15 mm 10 Rmt 75.43

b 25 mm 10 Rmt 95.36

Provdg. & fixing UPVC handle valve of

Prince,Supreme , Astral, finolex or

equivalent make as per dir. Of engg. In

charge.(App. rate)

a (A) 15 mm dia 10 No 310.00

b (B) 20 mm dia 10 No 360.00

c (C) 25 mm dia 5 No 410.00

d (D) 40 mm dia 5 No 1200.00

e (E) 50 mm dia. 5 No 1450.00

Providing and fixing wsh down water

closet (European type, W.C. Pan) with

integral P or S trap including jointing the

trap with soil pipe in Cement Mortar 1:1

(1-Cement : 1-fine sand) (Seal and cover

to be measured and paid for

separately)(A) vitreous China Pattern : (i)

in white colour

Providing and fixing Urinal of approved

quality including connection with trap and

73.0 with integral longitudinal flush pipe.(A) 5 No. 1535.63

Squating plate pattern white earthenware

Providing and fixing washbasin with

single hole for pillar tap with C.I. or M.S.

brackets painted white including sutting

74.0 holes and making good the same but 5 No. 1400.18

excluding fittings.(A) Vitreous China:(ii)

Flat Back washbasin 550 mm x v 400mm

size. (i) In white colour.

Providing & fixing screw down bib taps

75.0 of Brass screw down bib tap polished

a) 15 mm dia. 20 each 184.98

Provdg. & fixing Gun metal check or non

76.0 return fullway wheel valve.

a) (A) 15 mm dia 10 No. 184.98

Providing and laying white glazed tiles

6mm thick in flooring treads of steps and

landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse

sand ) finishing with flush pointing in

Providing and laying Vitrified tiles 8 to

10 mm thick , 24'' x 24'' in flooring treads

78.0 of steps and landing laid on a bed of 100 Smt. 1062.50

12mm thick cement mortar 1:3 (1- cement

: 3-coarse sand ) finishing with flush

pointing in white cement.

Providing and laying polished Kota stone

slab (Polished, Green colour) flooring

over 20 mm. (average) thick base of

cement mortar 1:6 (1 cement : 6 coarse

sand) or lime mortar 1:1.5 laid over and

joined with grey cement slurry including

rubbing and polishing complete.25 mm

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

80.0 paving blocks shall be executed in line 500 Smt 501.60

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

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

Labour work for fixing interlocking

blocks / any kind of pavement on up to

82.0 mm th sand bedding, levelling, watering 100 Smt 69.64

and fixing in line & level as well

cleaning the site etc.comp. as directed.

Providing cement vata ( 10 cm. x 10 cm.

size) quarter round in cement mortar 1:1

including neat cement finishing, watering

Providing and laying cement concrete

flooring 1:2:4 (1-cement :2-coarses and:4-

graded stone aggregate 20 mm nominal

size) laid in one layer and finished witha

floating coatofneat cement. (B) 50 mm

P & L 24" x 24" vitrified 8 mm thick tile

flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse

sand) on new surface or fixing on existing

85.0 flooring by adhesive material including 50 Sq.M. 1383.99

dismentaling of existing flooring and

jointed with color cement slurry including

finised with flush pointing & cleaning the

surface etc. complete for antiskit.

Providing and fixing concealed center

point to wall ceiling & floor CPVC (SDR

86.0 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water

of following dia. nominal bore tube

fittings and clamps including making

good the wall, ceiling and floor etc.

Providing and laying broken chine mosaic

flooring for terrace using 12 mm to

mm broken pieces of glazed tiles to be

laid over cement mortar 1:3 to plain or

slope and to be tempered to bring mortar

creme out upto surface using white

cement including rounding off junctions

and extending them upto 15 cm along the

wall,clearing with water and oxalic acid

etc. as directed.

Providing & Fixing in position

Alluminium doors with frame using

approved quality anodised extruded

alluminium section as approved by

Engg.in charge (Jindal alluminium) (a)

Frame sections 101.6 x 44.45 mm (b)

Shutter bottom vertical & topsection

88.0 (c) Shutter bottom section at 114.3 x 20 Sq.M. 2900.00

44.45 mm at(1.37 kg/mt) Shutter middle

section at 100 x 44.3wt.(1.37 kg/mt)

incl.providing & installing 5 mm thk

approved color Acrylic sheet of standard

quality fixewith glazing chips on upper

pannel & Laminated sheet on lower

pannel (wt.0.13 kg/Rmt etc.comp.as

direction of engg.in charge.

Providing & Fixing in position

Alluminium window sliding / fix type

with frame using approved anodised

extruded alluminium section as approved

by Engg.incharge.(Jindal alluminium)

units equivalent (a) Frame sections 65 x

25 mm (at 0.41kg/mt) (b) SlidingFrame

bottom section of 61.85 x 31.75 mm (at

0.41kg/Rmt) (c) Shutter top & bottom

section 40 x 18mm (wt.0.41 kg/Rmt) (d)

Shutter interlock verticalsection 10 x

mm.(0.41 kg/Rmt) (e) Shuttervertical of

40 x 18 mm (0.41 Kg/Rmt) including

P/Finstalling 5 mm thick approved color

Acrylic sheet of standard quality

Providing and fixing 30mm thick

FACTORY MADE SOLID BOTH SIDE

PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out

tubes of 19 gauge thickness and size of

19mm x 19mm for stiles, top and bottom

rails. M.S. frame shall have a coat of steel

primer of approved makde and

manufactures. M.S frame covered with

5mm thick heat moulded prelim PVC ‘C’

channel of siz 30mm thickness, 70 mm

width of which 50mm shall be flat and

20mm shall be tapered in 45 degree

Angle on either side forming stiles, and

5mm thick, 95mm wide pream PVC sheet

out of which 75mm shall be flat and

20mm shall be tapered in 45 degree on

the inner side ot form top and bottom rail

and 115mm wide prelim PVc sheet out of

90.0 which 75nmm shall be flat and 20mm 20 Smt 2214.00

sqm 2214.00 tapered on both side to form

lock rail, Top, bottom and lock rails shall

be provided either side of the

panel. 10mm (5mm x 2) thick 20mm wide

cross PVC sheet shall be provided as gap

insert for top rail and bottom rails.

Panelling of 5mm thck both side prelim

PVC sheet to be fitted in the M.S. frame

welded,sealed to the stiles and rails with

7mm (5mm + 2 mm) thick x 15mm wide

beading on inner side, and joined togeth

with solvent cement adhesive. An

additional 5mm thick PVC strip of 20mm

width is to be stuck on the interior side of

the ‘C” chanel using PVC solvent

adhesive etc. complete as per direction of

Engineering in charge, manufacture’s

specification and rawing.

Providing and fixing pre-cast concrete

kerb stone of gray cement based concrete

block 30 cm length x 30 cm heigh and

cms thick of M-250 grade concrete as per

approved design and including excavation

for fixing in proper line and level, filling

the joints in C: M 1:3 (1 Cement : 3 Fine

sand) etc. complete.

Supplying and fixing of 300 mm-L x

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,

92.0 fixing the Kerb stones in line and level on 20 Rmt 758.93

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. a) Laying on 5 cm thick Sand

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 position

and pointing with cement mortar (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 charge.

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. (upto 10 ton)

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. (B) Flat

surfaces such as soffits of supspened

floors slabs Landings and the like. (1)

Floors etc. upto 200 mm in thickness.

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. (C) Vertical

surface such as walls (any thickness)

partitions and the like including attached

buttresses & string course & the like.

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 plate compactor to achieve the

desired density

Providing corrugated G.I. sheets roofing

fixed with galvanized iron ‘J’ or ‘L’ hook

bolts, and nuts 8 mm. dia with bitumen

and G.I. limpet washers filled with white

lead complete excluding the cost of

purlines, rafters and trusses.

a) (I) 0.8 mm. thick sheet. 300 Smt 719.93

Repairing and refixing corrugated GI

sheet incl.cutting it if necessary and all

fixures for fittings of sheet as per

instruction of engineer incharge.

Providing & Fixing 3 mm thick

F.R.P.sheet of Approved Quality & Color

/ Pattern as per Consultant's design also

includes required fabrication structure in

the grid of 2'-0 x 2'-0 size using hollow

pipe of 16 gauge & size 2"x 1" & 1"x

100.0 1",G.I. & Bitumen Washers,Silicon paste 200 Smt 1930.00

application for fixing the sheet.Rate also

include necessary bending,cutting,labour

charges,Zinc Primer coat & Two coats of

oil painting of color as approved by

consultants & making good the

Providing 2 mm thick F.R.P.Gutter with

101.0 necessary M.S.Supporting Brackets. 20 Rmt. 400.00

Providing and fixing five course water

proofing treatment felt consisting of

second and fourth course of blown

bitumen or/and residual bitumen applied

hot 1.20 kg. /sq.mt. of area for each

course and first course and first course

102.0 with fibre base bittumin saturated under 200 Smt 466.84

lay type and third course with fiber base

self finished felt type 2 Grade – I, fifth

and final course of stone grit 6 mm. and

down size or pea sized gravel spreaded at

0.008 cum/sq.mt. including preparation of

surface, excluding grading complete.

Cutting out crack of the roof terrace to V

section. Cleaning, wetting, grouting, with

cement and sand slurry 1:3 (1 cement :

Providing & Fixing tiles roofing with

104.0 manglore tiles including teak reepers of 10 Rmt 258.30

sizes 50mm x25mm. (upto 10 ton)

Providing corrugated G.I. sheet of class-3

roofin fixed with glavanished iron J or L

Hooks, Bolts an nuts 8mm diameter with

bitumen and G.I. limpe washer or G.I.

limpet washer. filled with white lea

complete excluding the cost of purlins,

Rafters an Trusses.(1) 0.80 mm thick

Providing and fixing 1.20 Metre high

fencing with 2.0 Metre long M.S. Angle

posts 40mm x 40 mm x6 mm and oil

painting 3 coats fixed at 2.5 Mt,C/c. with

five Horizontan lines and two diagonals

106.0 of galvanised steel barbed wire weighting 150 Rmt 385.40

9.38 Kg. per 100 Metre, strained and

fixed to posts with G.I,staples including

fixing the postsin ground with 0.5 M x

0.5.M x 0.5 M. block in C.C1:5:10 etc

Providing and Fixing 1 H.P. Electrical

monoblock or submarcible water pumps

107.0 with motor and required cable and switch 2 NO 6800.00

board of approved brand and make

etc.comp.as directed.

(in words also)

INSTRUCTIONS TO BIDDERS

1. Scope of Bid

1.1 Competent authority on behalf of The Municipal Commissioner, Ahmedabad Municipal

Corporation (referred to as Employer in these documents) invites sealed bids for the

construction of works (as defined in these documents and referred to as “the work”)

detailed in the table given in the Invitation for Bid (hereinafter called as IFB.) from

competent bidder. The bidders may submit bids for the works detailed in the table given

2.0 Source of Funds

Ahmedabad Municipal Corporation has arranged the fund for this project.

3.0 Eligible Bidders

3.1 The Invitation for Bids is open to all eligible bidders meeting the eligibility criteria as

defined in this tender.

3.2 All bidders shall provide Qualification Information and Forms of Bid mentioned in the

Clause-14. An agency that has been engaged by the Employer to provide consulting

services for the preparation or supervision of the works, and any of its affiliates, shall not

be eligible to bid.

3.3 Any entity which has been declared as non-performing by NHAI / GoG / AMC or the

firms those are blacklisted/ debarred for specified period by AMC, Governement of

Gujarat, Government of India or any other entity controlled by it, would not be eligible

to submit the Bid.

4.0 Qualification of the Bidder

4.1 Requires registration:- Register as per Notice Inviting Tender having in Road Works

in PWD in Govt. R&B / CPWD / AMC or equivalent register with any other state Govt.

or institutions.

5.0 DISQUALIFICATION

Even though the bidders meet the above mentioned qualifying criteria, they are subject to

be disqualified if they have,

• Made misleading or false representations in the forms, statements, affidavits and

attachments submitted in proof of the qualification requirements; and/or

• Record of poor performance such as abandoning the works, not properly completing

the contract, inordinate delays in completion, litigation history, or financial failures

etc. or debarring from AMC work etc.

• Tampered the bid document in any manner.

• Colluded with other prospective bidders for this work to arrive at quoted prices for the

purpose of restricting competition.

• Indulged in inducement of any official of AMC and/or their consulting engineer and

other advisors in any manner whatsoever.

• Proposal not submitted in accordance with this tender.

• During validity of the proposal, or its extended period, if any, the bidder changes his

commercial terms.

• The bidder qualifies the proposal with his own conditions.

• Proposal is received after due date and time.

• Commercial proposal is enclosed with the same envelope as technical proposal

• The envelope does not show on the outside the reference of bid and thus gets

opened before the due date of opening.

• The E.M.D. is not deposited in full and in the manner as specified in the clause of

Earnest Money Deposit.

• The tender is in a language other than English or dose not contains its English

Translation in case of other language adopted for tender preparation.

• The tender documents received are not duly signed by authorized person.

• The validity of tender is less than what is stated in the tender.

• Any of the page or pages of tender is/are removed or replaced.

• Any condition which affect the cost.

• If it is joint venture.

5.1 Debarment / Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for

their misleading or false representations in the forms statements etc. for the period to be

decided by the Employer.

6.0 Cost of Bidding

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

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

The Bidder, at his own cost, responsibility and risk, is encouraged to visit, examine and

familiarize himself with the site of Works and its surroundings including source of earth,

water, road aggregates etc. and obtain all information that may be necessary for

preparing the Bid and entering into a contract for construction of the Works. The costs of

visiting the Site shall be at the Bidder's own expense.

8.0 Bidders shall not have any dispute or claim for any kind of compensation in case of,

• If the quantity stipulated in the tender items varies or the scope of work changes and

thereby total amount of work increases / decreases up to any extent.

thereby total amount of work increases / decreases up to any extent.

• If the works gets delayed / postponed for some administrative / technical decision

• If the items stipulated in the tender shall not be executed as per site condition/

requirements. No claim shall be entertained for the same.

• No idle charges shall be paid to contractor for machinery and man power if remain

idle and no claim shall be entertained for the same.

B. BIDDING DOCUMENTS

9.0 Content of Bidding Documents

9.1 The set of bidding documents comprises the documents listed below and addendum (if

1. Notice inviting e-Tender

2. Special conditions of Contract

3. Instructions to Bidders

4. Qualification Information

5. Conditions of Contract

6. Technical Specifications

7. Forms of Bid

8. Bill of Quantities

• The bidder is expected to examine carefully all instructions, conditions of contract,

contract data, forms, terms, technical specifications, forms, Annexes in the bid

document. Failure to comply with the requirements of bid documents shall be at the

bidder’s own risk. Bids which are not substantially responsive to the requirements of the

bid documents shall be rejected.

10.0 Amendment of Bidding Documents

10.1 Before the deadline for submission of bids, the Employer may modify the bidding

documents by issuing addendum.

10.2 Any addendum thus issued shall be part of the bidding documents and shall be placed on

website www.tender.nprocure.com The prospective bidder shall refer to website to check

any addendum before 24 hours of opening of bids. AMC will not give any advertisement

10.3 To give prospective bidders reasonable time in which to take an addendum into account

in preparing their bids, the Employer may, at his desecration, extend as necessary the

deadline for submission of bids.

10.4 Prospective bidders should attach the addendum made for the work & if fails to do so

than also the changes made through such addendum shall be applicable & bound to the

C PREPARATION OF BIDS

11.0 Language of the Bid

All documents relating to the bid shall be in the English language only.

12.0 Documents comprising bid

The e bid submitted by the bidder shall be in single bid.

To qualify for award of the contract, each bidder must submit the following documents

along with bid:

• Required Registration Certificate

• Other requested documents

• Any other material / information required to be submitted in accordance with

these Instructions to Bidders (ITB)

Failure to submit these certificates/documents shall make the bid non-responsive.

Above original documents in physical form in two copies, one marked as “original” and

other marked as “Duplicate”, shall be submitted in a sealed envelope by 16:00 Hrs on the

date of physical submission of bid and addressed to the addressee given in the NIT duly

super scribed “Name of Work, Bid due date and time, Name and address of the bidder”

13.0 Bid Prices

• The contract shall be for the whole works as described in Bill of Quantity based on the

percentage rate in the Bill of Quantities submitted by the bidder..

• All duties, taxes, (except GST) and other levies payable by the contractor under the

contract, or for any other cause shall be included in the rates, prices and total Bid Price

submitted by the Bidder, except otherwise stated in the Bid document. Employer will

not compensate the bidder (contractor) for any change in duties, taxes and other levies

payable by the contractor under the contract and any other reasons.

• The percentage rate and bid price quoted by the bidder shall be fixed up to the

completion of Work and shall not be subject to adjustment on any account, except where

expressly specified, otherwise, in the contract.

14.0 Currencies of Bid and Payment

The currency of bid and payment shall be in Indian Rupees. All payments shall be made

in Indian Rupees.

15.0 Bid Validity

15.1 Bids shall remain valid for 120 days from last date of submission of tender. A bid valid

for a shorter period shall be rejected by the Employer as non-responsive.

15.2 In exceptional circumstances, prior to expiry of the bid validity (120 days), the Employer

may request that the bidders may extend the period of validity for a specified additional

period. The request and the bidders' responses shall be made in writing or by cable. A

bidder may refuse the request without forfeiting his bid security. A bidder agreeing to the

request will not be required or permitted to modify his bid, but will be required to extend

the validity of his bid security for a period of the extension.

16.0 Earnest Money / Bid Security

16.1 The Bidder shall furnish, a Bid Security of the amount as shown in the Table of IFB as

part of his bid, in the form of Demand Draft / pay order / Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad valid for 120 days.

16.2 The issuing branch of the bank guarantee shall be of Ahmedabad City only.

16.3 Any bid having bid security for lesser value and shorter validity period shall be treated as

non-responsive.

16.4 (a) The bid security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be

returned as promptly as possible.

(b) The bid security of the successful bidder, along with second and third lowest tenders,

will be returned when the successful bidder has furnished the required security deposit

and signed the agreement.

16.6 The Bid Security of the Successful Bidder will be discharged when the bidder has signed

the Agreement and furnished the required security deposit.

16.7 The Bid Security shall be forfeited,

a) if the Bidder withdraws the Bid after Bid opening during the period of Bid validity;

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

(i) sign the Agreement; or

(ii) Furnish the required security deposit.

(iii)commence the work after signing the agreement within 15 days

16.8 No interest shall be paid by the owner on any tender guarantee. The issuing branch of the

bank guarantee shall be of Ahmedabad City only.

16.9 Bank Guarantee for Earnest Money Deposit should be executed on non-judicial Stamp

papers of requisite value in accordance with the stamp Act applicable to that particular

state of Indian Union, where executed.

16.10 The executing officers of the bank Guarantee for Earnest Money Bid Security shall

clearly indicate in (block letters) his name, designation, Power of Attorney No. / Signing

16.11 Each page of the bank guarantee for Earnest Money Deposit shall be duly

signed/initialed by the executing officers and the last page shall be signed in full,

indicating the particulars as aforesaid under the seal of the Bank.

D. SUBMISSION OF BIDS

17.0 Sealing and Marking of Bids

17.1 The bidder shall submit the Technical Bid only. The Bid shall be sealed in separate

envelopes and the three sealed envelopes shall be sealed in an outer envelope. The Bid

envelopes shall be marked as follows:-

• Complete Tender Document with all necessary qualification related documents (in two

Above two envelopes shall be kept in one envelope and it should be marked as

“Technical Bid” and sealed. This Outer envelope should mention the name of firm of

bidder, his address, contact details & name of the work.

17.2 The inner and outer envelopes

a) Shall be addressed to the Employer at the following address:

Assistant Manager.- PWA,

2nd Floor, B – Wing, Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

c) Bear the following identification:

Indicate the name and address of the bidder.

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

responsibility for the misplacement or premature opening of the bid.

18.0 DEADLINE FOR SUBMISSION OF THE BID

18.1 Complete Bids (including Technical bid and necessary documents) must be received by

the Employer at the address specified in bid information not later than the date indicated

on the face sheet of the document. In the event of the specified date for the submission of

bids declared a holiday for the Employer, the Bids will be received up to the appointed

time on the next working day. The Bidder is further required to submit Documents in

Physical Form on or before the Bid Due Date and before the time of submission as

specified in NIT, at the following address:

Assistant Manager- PWA,

2nd Floor, B – Wing, Sardar Patel Bhavan,

Danapith, Ahmedabad-380001.

18.2 AMC assumes no responsibility for inability of a bidder to submit bids through (n)

procure e-tendering portal on account of delay in submission at bidder's end. Bidder shall

ensure that they submit the bid well before the "Due Date & Time of Bid- Submission".

AMC shall not be responsible if bidder is not able to submit the bid on account of failure

in network/internet connection or any other technical reason.

18.3 The Employer may extend the deadline for submission of bids by issuing an amendment

in accordance with respective Clause, in which case all rights and obligations of the

Employer and the bidders previously subject to the original deadline will then be subject

to the new deadline.

18.4 All bidders are requested to see the website of (n) procure for amendment / corrigendum

18.5 Any Bid received by the Employer after the deadline prescribed in NIT will be rejected

and returned unopened to the bidder.

Any Bid received by the Employer after the deadline prescribed in NIT will be returned

unopened to the bidder.

20.0 NOTIFICATION OF AWARD & SIGNING OF AGREEMENT

The Bidder whose Bid has been accepted will be notified of the award by the Employer

prior to expiration of the Bid validity period by writing, facsimile or e-mail confirmed by

registered letter. This letter (hereinafter and in the Conditions of Contract called the

“Letter of Acceptance” will state the sum that the Employer will pay the Contractor in

consideration of the execution, completion, and maintenance of the Works by the

Contractor as prescribed by the Contract (hereinafter and in the Contract called the

“Contract Price”).

The notification of award will constitute the formation of the Contract, subject only to

the furnishing of a Security Deposit in accordance with the provisions of Clause.

The agreement will incorporate all correspondences between the Employer and the

Successful Bidder. It will be signed by the Employer and the Successful Bidder.

21.0 SIGNING OF CONTRACT AGREEMENT

21.1 The Employer and the successful bidder shall enter into a Contract Agreement within

days after the successful bidder (hereinafter called the Contractor) receives the Letter of

Acceptance, unless they agree otherwise, subject to furnishing the security deposit before

signing the Agreement with the Employer.

21.2 Upon issue of ‘Letter of Acceptance’ to the successful Bidder, the Employer will

promptly notify the other Bidders that their Bids have been unsuccessful and release their

Earnest Money Deposit / Bid Security.

22.0 SECURITY DEPOSIT

22.1 Security Deposit shall be at 5 % of the contract value in the form of bank Guarantee

/DD (Bank Guarantee issued from Ahmedabad Branch only as per para A.4.24).The

security deposit shall be payable in 15 days from date of receipt of LOI failing which interest will

be charged by AMC.

22.2 The security deposit shall be in the form of a Bank Guarantee in the name of the

Employer, from Ahmedabad branch of any Banks mentioned in the clause no. 16.2 of

these tender documents.

22.3 This security deposit shall be released only after the clearance of final bill including pre

22.3 Interest shall be deducted from contractor in case of late submission of security deposit

or late renewal of bank guarantee for the number of days delayed for submission or

discontinuity of the bank guarantee.

22.4 Bank Guarantee to be submitted in the prescribed format enclosed and shall be same

verbatim as per the format. Bank Guarantee shall be submitted on right value of stamp

paper and for correct value of contract.

22.5 Failure of the Successful Bidder to comply with the requirements of Sub-Clause

shall constitute sufficient grounds for cancellation of the award and forfeiture of the Bid

22.6 In case of any contract amendment during execution of the contract enhancing value of

the contract the BG value shall be enhanced accordingly. Validity of BG shall be

commercial terms and conditions of the tender.

22.7 All compensation or other sums of money payable by the Contractor to the Employer

under the terms of this Contract or any other contract or on any other account whatsoever

may be deducted from Security Deposit. Also in the event of the Contractor's Security

Deposit being reduced by reasons of such deductions, as aforesaid, the Contractor shall,

within 14 days of receipt of notice of demand from the Engineer-in-Charge, make good

the deficit in Security Deposit.

22.8 Should there arise any occasion under the Contract due to which the periods of validities

of Bank Guarantees as may have been furnished by the Contractor from time to time, are

required to be extended/renewed, the Contractor shall get the validity periods of such

guarantees extended/renewed, and furnish these to the Engineer-in- Charge one month

before the expiry date of the aforesaid Guarantees originally furnished failing which the

existing Bank Guarantees shall be invoked by the Engineer – in – charge. Also in case of

any deficit in securities on any account as might occur or is noticed, the Contractor shall

forthwith recoup/replace the same with acceptable Security Deposit.

22.9 The Bank Guarantee shall be extended within the expiry dates wherever activities as per

contract are not completed in all respects.

22.10 The Security Deposit less any amount due shall, on demand, be returned to the contractor

after 45 days of completion date / Final Bill paid date which ever is later. No interest on

the amount of Security Deposit shall be paid to the Contractor at the time of release of

Security Deposit as stated above.

22.11 The successful bidder to whom ‘LOI’ has been issued shall enter into an agreement at

Employer’s office within 15 days of.

23.0 Advance Payment and Security

The Employer will not provide any advance payment.

24.0 Dispute Review Expert

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

final and binding to the bidder.

25.0 LITIGATION HISTORY

The applicant should provide accurate information on litigation and/or arbitration

resulting from Contractors completed or under execution by him over last five years. If

the details of Litigation History are hidden by the Bidder and later on it comes to the

knowledge of the Employer, the Bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

DETAILS OF COMPLETED / ONGOING LITIGATION / ARBITRATION

Employer Value of the Reasons/Details for Remarks

Year Name of Project (Rs.) litigation/arbitration showing

Project Present Status

• The bidder shall furnish separate table for individual project.

• The above information shall be supported with necessary documents otherwise the same

shall be treat as null and void.

• A consistent history of arbitration awards? Judgments against the applicants or any

partner of a joint venture may result in disqualification for proposed work.

• If the details of litigation History is hidden by the applicant and later on it comes to

knowledge of the employer the bidder shall be disqualified for the proposed work and

other appropriate actions shall be taken against the bidder.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

GENERAL CONDITIONS OF CONTRACT

1.0 Liquidated Damages

1.1 If the Contractor fails to complete the works within the original or extended time limit,

the Contractor shall pay penalty of 10% of amount of actual remaining work. The

amount of work for which the scope of contractor is reduced shall not be considered for

the calculation of Liquidated Damages.

1.2 Conditions mentioned in the AMC Finance Department Circular AMC no. 18 Date:

23/05/2017 and all latest Circulars shall be applicable.

2.0 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. AMC reserves right to

deduct any amount to compensate the poor performance of the contractor i.e. poor

quality or abandoned / incomplete work.

3.0 Subcontracting

3.1 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.

3.2 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.

4.1 The Contractor shall employ the key personnel named in the Schedule of Key Personnel

as referred to in the Bid document to carry out the functions stated in the Schedule or

other personnel approved by the Engineer. The Engineer will approve any proposed

replacement of key personnel only if their qualifications, abilities, and relevant

experience are substantially equal to or better than those of the personnel listed in the

4.2 If the Engineer asks the Contractor to remove a person, without assigning reasons thereof,

for his misconduct or inadequacy of technical skills and experience, who is a member of

the Contractor’s staff or his work force, the Contractor shall ensure that the person leaves

the Site within seven days and has no further connection with the work in the Contract.

4.3 No residential accommodation is allowed at the site of work. The labour huts shall not be

erected on the site of work and contractor shall make his own arrangements to provide

such accommodations as per the rules of the local bodies. He shall make his own

arrangements for housing, stores, field office etc. He shall submit a site layout plan

indicating the location of various site facilities to be created by him at his cost for the

execution of work. The Owner shall in no way be responsible for any delay on this

account and no claim on this account whatsoever shall be entertained. All Basic

amenities shall be provided by the Contractor to Labours as per the prevailing labour

5.1 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,

Safety of the works

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

engaged by him for the works

• 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

• Any authorized third party persons on the site.

• Contractor’s plant and equipment

5.2 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 or by any duly constituted authority for the protection of the works or for the

safety and convenience of the public or other.

5.3 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.

5.4 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.

5.5 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

5.6 All temporary warning/ caution boards display shall be provided and displayed during

day as well as night time by the contractor, wherever required and as directed by the

5.7 Arrangement of temporary water and electricity and telephone 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.

5.8 In any case if any fatal accident (major or minor) occurs due to poor safety precautions,

the same shall be completely contractor’s responsibility. All the losses due to such

accidents and expenses of legal matters shall be borne by contractor.

5.9 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.

5.10 The Contractor shall depute 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.

6.0 Contractor to keep site clean:

During the execution of the work, the Contractor shall keep the site clean. All wreckage

rubbish, excess materials, temporary works no longer required will be removed from site

7.0 Clearance of site on completion:

The Contractor shall clear away and remove all Contractors equipment, surplus

materials, rubbish, temporary works of every kind.

A. COST CONTROL

8.0 Bill of Quantities

a. The schedule-B shall contain Memorandum showing items for the construction,

installation, testing, and commissioning work to be done by the Contractor.

b. The quantities stated in the schedule B are estimated quantities. The Contractor shall

be paid only quantities calculated after taking measurements of executed work. The

rate stated in the schedule B for each item of work shall apply. The works shall be

measured by the Contractor jointly with the authorized representative of the Engineer

and all particulars required by the representative of the Engineer shall be supplied by

the contractor.

c. The work shall be measured net. No allowance for general or local custom, working

space etc. is to be made.

9.1 The Engineer in Charge shall have power to make any variation of form, quality or

quantity of the works or any part thereof that may, in his opinion, be necessary and for

that purpose, or if for any other reason it shall, in his opinion, be appropriate, he shall

have the authority to instruct the Contractor to do and the Contractor shall do any of the

• Increase or decrease the quantity of any work up to any extent included in the

• Omit any such work,

• Change the character or quality or kind of any such work,

• Execute additional work of any kind necessary for the completion of the Works or

• Change any specified sequence or timing of construction of any part of work.

9.2 No such variation shall in any way vitiate or invalidate the contract, but the effects, if

any, of all such variations shall be valued in accordance with the following sub clauses.

Provided that where the issue of an instruction to vary the Works is necessitated by some

default or breach of contract by contractor or for which he is responsible, any additional

cost attributable to such default shall be borne by the Contractor.

9.3 The Contractor shall not make any such variation without an instruction of the Engineer.

No instruction is required for quantities varying from those provided for the items in the

contract schedule B.

10.1 The basis for the valuation of variations for addition to the Contract Price shall be as

follows in the same order of priority.

a) Variations in the quantities of work in schedule of quantities shall not vitiate the

b) The contractor shall be bound to execute extra items of work as directed by the

Engineer-in-charge.

c) Contract unit rates for individual items shall apply to varied quantities where there is

a quantity variation.

d) The price variations on extra item will not be given.

e) In case of other non tender items following procedure shall apply.

10.2 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 Employer which shall be fixed as

lowest of the rates derived by rate analysis based on the following three methods. , the

priority of the documents forming the Contract shall be as follows:

(i) If the extra item is included in the S.O.R. of Road & Building Department, Year

2013-14, the rate of extra item shall be that rate and premium (above or below)

quoted by contractor.

(ii) Rate analysis based on prevailing Govt. of Gujarat’s SOR rates.

(iii) Rate analysis based on current market rates. This shall be based on

• The material costs, the labour costs, the cost of use of all plant, machinery and

equipment, the cost of all temporary and incidental works, the overheads and the

Contractors profit.

• The overheads shall be taken at 5 % of the sum of material costs, the labour costs,

the cost of use of all plant, machinery, and equipment, the cost of all temporary

and incidental works.

10.3 In case of the rate is to be derived from prevailing market rate, the Contractors profit

shall be taken at 10 % of the final rate derived.

10.4 In the event of disagreement, the Engineer in Charge shall fix such rates and prices as

are, in his opinion appropriate and shall notify the Contractor accordingly with a copy to

10.5 The Engineer shall determine provisional rates and prices to enable on account payments

to be included in the Interim Payment Certificates, until rates and prices are agreed as

final by the Employer, the Contractor, and the Engineer.

10.6 The Contractor shall not be entitled to additional payment for costs, which could have

been avoided by giving early warning.

11.1 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.

11.2 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

11.3 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 Contract.

11.4 All payments shall be made in Ahmedabad.

12 Taxes and duties

12.1 The rates are inclusive of all taxes, insurance, labor overhead charges, contractor’s profit,

royalties etc except GST. The Contractor will have to pay all such taxes 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.

12.2 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/AUDA

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 authorized representatives. Nothing extra shall be payable on these

13.0 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. (non-refundable) shall be deducted

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

14.0 Currencies

All payments shall be made in Indian Rupees.

15.0 Advance Payment

No Advance Payment shall be made.

16.0 Cost of Repairs

Loss or damage to the Works or Materials to be incorporated in the Works between the

Start Date and the end of the Defects Correction periods shall be remedied by the

Contractor at the Contractor's cost if the loss or damage arises from the Contractor's acts

B. FINISHING THE CONTRACT

17.0 Completion

The Contractor shall request the Engineer to issue a Certificate of Completion of the

Works and the Engineer will do so upon deciding that the Work is completed.

18.0 Termination

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

(a) Fails to carry out any obligation under the contract.

(b) Without reasonable excuse fails –

1. To commence the works on site within the period stated in the Appendix to Bid

after receipt by him of a Notice to this effect from the Engineer/Employer after

signing the agreement or

2. To proceed with the works, or any section thereof, within 28 days after received

3. Has failed to comply with a notice issued or an instruction issued within 28 days

after having received.

4. Abandons the works or otherwise plainly demonstrates the intention not to

continue performance of his obligation under the contract.

5. Sub-contracts the works or assigns the contract without the specific prior written

permission of the engineer.

6. Has failed to furnish the required securities or extension thereof in terms of the

7. Becomes bankrupt or insolvent, goes into liquidation, has a receiving or

administration order made against him, compounds with his creditors, or carries

on business under receive, trustee or manager for the benefit of his creditors, or if

any act is done or event occurs which (under applicable Laws) has a similar effect

to any of these acts of event.

18.2 In any of these events or circumstances, the Employer may, upon giving 14 days notice

to the contractor, terminate the contract and expel the contractor from the site. However,

in the case of sub-paragraphs (h), the Employer may be notice terminate the contract

18.3 The Employer’s decision to terminate the contract shall not prejudice any other rights of

the Employer, under the contract or otherwise.

18.4 After termination, the Employer may complete the works and/or arrange for any other

entities to do so. The Employer and these entities may then use any goods, contractor’s

documents and other design documents made by or on behalf of the contractor.

18.5 The Employer or the Contractor may terminate the Contract if the other party causes a

fundamental breach of the Contract.

18.6 Fundamental breaches of Contract include, but shall not be limited to the following:

(a) the Contractor stops work for 14 days when no stoppage of work is shown on the

current Program and the stoppage has not been authorized by the Engineer;

(b) the Employer or the Contractor is made bankrupt or goes into liquidation other than

for a reconstruction or amalgamation;

(c) The contractor fails to fulfill requirements;

(d) the Engineer gives Notice that failure to correct a particular Defect is a fundamental

breach of Contract and the Contractor fails to correct it within a reasonable period of

time determined by the Engineer;

(e) the Contractor does not maintain a security which is required;

(f) the Contractor has delayed the completion of works by the number of days for which

the maximum amount of liquidated damages becomes payable as defined in the

(g) if the Contractor, in the judgment of the Employer has engaged in corrupt or

fraudulent practices in competing for or in the executing the Contract.

(h) For the purpose of this paragraph: “corrupt practice” means the offering, giving,

receiving or soliciting of anything of value to influence the action of a public official

in the procurement process or in contract execution. “Fraudulent practice” means a

misrepresentation of facts in order to influence a procurement process or the

execution of a contract to the detriment of the Borrower, and includes collusive

practice among Bidders (prior to or after bid submission) designed to establish bid

prices at artificial non-competitive levels and to deprive the Borrower of the benefits

of free and open competition.”

18.7 When either party to the Contract gives notice of a breach of contract to the Engineer for

a cause other than those listed above, the Engineer shall decide whether the breach is

fundamental or not.

18.8 Notwithstanding the above, the Employer may terminate the Contract for convenience.

18.9 If the Contract is terminated the Contractor shall stop work immediately, make the Site

safe and secure and leave the Site as soon as reasonably possible and handover the site to

the Employer including all materials and plant and equipment existing there upon.

19.0 Contractor's own responsibility

The contractor is to set out and level the works and will be responsible for the accuracy of

the same. He shall also be responsible for the correctness of the positions, levels,

dimensions, and alignment of all parts of the structures as per instructions given to him. If

at any time any error shall appear during the progress of any part of the work, the

contractor shall at his own expense rectify such error if called upon to the satisfaction of

the Engineer in charge.

20.0 Overpayment & Underpayment

20.1 Whenever any claim Fifths payment of a sum to the Municipal Corporation arises out of

or under this Contract against the contractor the same may be deducted by the Municipal

Corporation from any sum then due or which at any time thereafter may become due to

the contractor under this contract and failing that under any other contract with the

Municipal Corporation or from any sum due to the contractor with the Municipal

Corporation (which may be available with Municipal Corporation), or from his retention

money, or he shall pay the claim on demand. The Municipal Corporation reserves the

right to carry out post payment audit and technical examination of the final bill including

all supporting vouchers, abstracts, etc.

20.2 The Municipal Corporation further reserves the right to enforce recovery of any over

payment when detected notwithstanding the fact that the amount of the final bill may be

included by the Contractor.

20.3 If as a result of such audit and technical examination any over payment is discovered in

respect of any work done by the Contractor or alleged to have been done by him under

the contract, it shall be recovered by the Municipal Corporation from the contractor by

way of all the means prescribed above or if any under payment is discovered by the

Municipal Corporation, any amount due to the contractor under this contract or under

payment may be adjusted against any amount then due or which may at any time

thereafter become due before payment is made to the contractor from him to the

Municipal Corporation on any other contract account whatsoever.

21.0 Materials obtain from dismantling

If the contractor, in the course of execution of work is called upon to dismantle any part

for reasons other than on account of bad or imperfect work, the materials obtained from

dismantling will be the property of the A.M.C. and will be disposed of as per instruction

of Engineer-in-charge in the best interest of the A.M.C.

22.0 Dispute to be referred to Arbitrator

The disputes relating to this contract, so far as they relate to any of the following matters,

whether such disputes arise during the progress of the work or after the completion or

abandonment thereof, shall be referred an independent Arbitrator appointed by AMC as

far possible in consultation with the agency if it is necessary and such disputes shall be

settled in accordance with the arbitration and conciliation Act.

(i) The rates of payment under clause 5 for any tools, materials and stores, in or

upon the works of the site thereof or belonging to the contractor or procured by

him and intended to be used for execution of the work or any part thereof

possession of which may have been taken by the Engineer-in-charge under the

said clause –5.

(ii) The reduction in rates made by the Engineer-in-charge under clause 9 from the

items of works not accepted as completed fully in accordance with the sanctioned

specifications.

(iii) The rate of part of payment for any class of work which is included in the

additional or altered work carried out by the contractor in accordance with the

instructions of the Engineer-in-charge under clause 14 and the rates for which is

to be determined under the said clause

(iv) The rates of payment for materials already purchased or agreed to be purchased

by the contractor before receipt of notice given by the Engineer-in-charge under

clause 15 and/or amount of compensation payable to the contractor under the said

clause for loss in respect of such materials.

(v) The amount of compensation which the contractor shall be liable to pay under

clause 17 in the event of this failure to rectify, remove or reconstruct the work

within the period specified in the written intimation or the amount of expenses

incurred by the Engineer-in-charge under the said clause17 in rectifying,

removing or re-executing the work or in removing and replacing the materials or

articles complained of.

(vi) The reduction of rates as may be fixed by the Engineer-in-charge under clause

for the inferior work or materials as accepted or made use of.

(vii) The amount of compensation payable by the contractor for damages as estimates

and assessed under clause

(viii) The amount payable to the contractor for the work carried out under clause 33 in

accordance with the instructions and the requirement of the Engineer-in-charge in

case where there are no specifications.

(ix) The awards declared by the arbitrator shall be speaking award giving reasons and

calculations to every item of claims. The decision will have to be implemented by

all the concerned.

(x) In case of dispute leading to the contractor or Ahmedabad Municipal Corporation

approaching on Court of Law. It shall be within the jurisdiction where the site of

work is situated.

The reference to arbitration proceeding under this clause shall not:

i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under clause

5 to take possession of all or any tools, plants, materials and stores in or upon the

works of site thereof belonging to the contractor or procured by him and intended to be

used for the execution of the work or any part thereof.

ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the

contractor in any work or from removing such materials to other places, during the

period the work is stopped or suspended in pursuance, of notice given to the contractor

iii) Progress of the work or the carrying out the additional or altered work in accordance

with the provisions of clause 14 or as the case may be, of clause

23.0 Drawings and Photographs of the Works

23.1 The contractor shall do photography/ videography of the site as and when asked by

AMC. No separate payment will be made to the contractor for this. . The contractor shall

have to submit the same in hard copy as well as soft copy as and when demanded by the

23.2 No photograph of the works or any part thereof or plant employed thereon, except those

permitted under clause 59.1, shall be taken, or permitted to be taken by the Contractor or

by any of his employees or any employees of his sub-Contractors without the prior

approval of the Engineer in writing. No photographs/ videography shall be published or

otherwise circulated without the approval of the Engineer in writing.

Seal and Signature of the Bidder Additional City Engineer(Drainage Project)

Date: Ahmedabad Municipal Corporation

(1) y:- yt xuLzh su <u Jdolt અમદાવાદ િુ નિસપલ કોપ રશન y&Jt fuLî{ y&Jt htsg mhfthle

btLg યાદ ના ftuLx[fxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu અમદાવાદ િુ નિસપલ

કોપ રશન btk btLg ftuLx[tfxhtule યાદ btk hSMxuNl fhtJJtlwk hnuNu.

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

stuzJtle hnuNu.

f:- xuLzhhle jtgft<

ftb જવાબદાર xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKe ytJ<t ntug <ubs ftb fhJt

mûtb ntug <ublu s ytvJtbtk ytJNu. ftb ytv<t vnujt ftuLx[tfxhu ftb mk<tu»tfthf <ubs

xtRb jebexbtk ÃþY fhJt sYhe mJj<,ylwCJ, ûtb<t ylu VtgltLmegj hemtumo hsw fhJtlt

z:- અમદાવાદ િુ નિસપલ ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth

<&t mexe.Rsluh mh¾gwjh,lk -17,<t.09/12/2012 bwsc yb>tJt> Bgwrlrmvj

ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve, heLgwyj Ve <&t yvd{uzuNl Ve ylu btv દંડો ægtlbtk

htFe <u bwsc ybj fhJtltu hnuNu.

E. xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe

btdo, mkath ylu JvhtNlt ceò hM<tytu&e mk<wÐ ntuJtlwk btle juJtbtk ytJNu. xuLzhhu ftblu

mtRx ylu rcÕzekd(fu su ftb fhJt, ftb ÃþY fhJt <&t ftblt buRxulLm btxu cltJuj

ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekd btxu, gtzo, zevtu btxule søgt vtu<tle he<u

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

(h) yt ftble mbg મયાદા bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj «btKu le hnuNu.

(3) xuLzh Jujezexe rvhegz bubtuhuLzb (ltuxem RLJtRxuz xuLzh) btk sKtJuj «btKu le hnuNu.

(4) xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

(5) xuLzh Vtubo

xuLzh Vtubo ylu ylwmwrabtkle દરક દરક Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt દ તાવેજ

vh< fhJtlt hnuNu.

(6) ftuLx[tfxhtuyu leaule ctc<tu ft¤SÃËJof JtkaJt rJlk<e Au.

(1) ftuR fkvlelu ltbu xuLzh juJtbkt ytÔgwk ntug <tu fkvle J<e xuLzh vh mne fhlth Ôgrf<lu

yr^f]< fh<wk bwFðgthltbwk xuLzh mt&u hsw fhJtlwk hnuNu.

(2) Bgwrl.ftuvtuohuNllt «Joðbtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u

(3) ftuLx[tfxhu RLfbxuût mkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

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

(5) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt >huf vtlt ylu rJd<tu vh ftuLx[tfxhu mne

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

xuLzh Chlthlu sKtJJtbtk ytJu Au fu xuLzh દ તાવેજોના jFtKbtk ftuR AufAtf fu VhuVth

fhJt દવાશે lrn ylu ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultk jFtKbtk ftuR Cwj

ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkfzt vh Auftu bthelu <ult mtawk jFtK fu ytkfzt

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

(8) y:- xuLzh hsw fh<tk vnujt Ftm fhelu xuLzhbtk >NtoJuj mwaltytulwk vtjl fhJtbtk ytÔgw lrn ntug

<tu xuLzh ybtLg dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu

ftuLx[tfxhtult btdo>Nol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof JtkaJt rJlk<e

(1) ftuEvK fthK દશા યા rmJtg ftuEvK fu c^t xuLzhtu yMJefthJtltu n¬ yctr^< hnu Au.

(h) xuLzhhu ctujvtuELx vullt બદલે NtneJt¤e vul&e Chujt xuLzhtu ðþkh< s ybtLg dKJtbtk

c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.

(1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt

vîr< y&Jt rJd<tubtk bwfuj Nh< y&Jt mw^thtbtk ftuR VuhVth mwaJ<t ntug.

(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu બદ ુ ં / બદ યા ntug.

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

(4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

(5) xuLzh Chlth y&Jt vuZele ctc<btk >huf Ctde>th y&Jt <u ykdulwk bwFðgthltbwk ^htJlth

Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu Wvh ftuR

mtûteyu mtF fhe l ntug.

f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.

z:- xuLzh MJefthJw, રદ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu

rlKog ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh

ftuRvK «fthltu lwfNtle fu J¤<hltu nff>tJtuu fhe NfNu lrn fu ftg>tfeg ftgoJtne yt ykdu

&R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve >uJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh

MJefthJtbtk ytJNu lne.

(9) rJmkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< દશાવતા CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK

Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.

(1) xuLzh Chlthu દરના Ftltbtk sKtJuj Nç>tu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nç>tuubtk

sKtJuj hfb btLg htFJtbtk ytJNu.

(2) yufb દર ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu દશાવતી CtJ vºtflt

Ftltbtk&e hfbbtk Cwj sKtg <tu yufb દર btLg htFJtbkt ytJNu ylu દરના yt^thu

dwKtfth mw^thJtbkt ytJNu.

(3) yufblt Ftltbtk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkt ytJNu.

(4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkfzu fhuj ftuR vK ctc< ægtlbtk juJtbtk ytJNu lrn.

(10) y:- ftbltu «tud{um સમય મયાદા bwsc fhJtltu hnuNu. yt સમય મયાદા 10 jtF mw^elt ftb

btxu yuj.ytu.ytR. ytÃgt <theF&e 10 "દવસથી <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR.

ytÃg <theF&e 15 "દવસથી શ$ &guj dKJtbt ytJNu. <&t <u દર યાન ftble 5% juFu zevtuÍex

Che fhthvºt fhJtltu hnuNu.

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

dKJtbtk ytJNu. ylu <ubtk atjw ftb >hBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu

c:- mûtb m•tt îtht Yt.10,00,000.00 (દસ jtF) mw^elt xuLzhle bkswheltu XhtJ vtzgt

ct> (LOI) ytvJtbtk ytJNu ðgth ct> r>l - 10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle

hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb

ylwmth ftgoJtne fhJtbtk ytJNu.

f:- bkswh &guj xuLzhle સમય મયાદાbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz

xuLzh) btk sKtJuj «btKu bkswh &guj mbgbgto>t ct>lt FhuFh ctfe ftble hfblt bn•tb

10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

(11) y:- awfJKe:-

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu CtJ fu દર vwhtk &gujt ftb btxult Au ylu

<ubtk bswhe, vtjF, ÃjtLx, દખરખ, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu

ykNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt

Faoltu mbtJuN &Nu ylu xtkfujt CtJ fu દર fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR

દાવા ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu

(vAe<u ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e

ftuR દાવા hsw fhJt હકદાર hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk 'ુદા 'ુદા CtJ ylu

દર ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw

fhJtlu je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtc>thebtk&e Axfe NfNu lnek. m>h

ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

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

ytJNu. <&t Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu

ftbdehe/ybj fhJt rcl Nh<e ckDlf<ot hnuNu.

f:- ftuLx[t¾xhlt દરક hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk

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

ytvJtbtk ytJNu.

z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt કાયદા bwsc su ftuR hfble fvt< fhJtle &Nu <u

bwsc ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.

(12) yu:- fhth mkc^e દ તાવેજો fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{

ftblu jtdw vzNu.

ce:- xuLzhbtk દશાવેલ ftb mkck^e દ તાવેજમાં દશાવેલ rJd<btk rJmkd<<tlt rfMmtbtk leau

દશાવેલ ¢btlwmth દ તાવેજમાં દશાવેલ rJd< d{tng htFJtbkt ytJNu. fhth mkc^e

દ તાવેજો fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw

(yu) yufb ylu કદ:-

(2) xuLzh VtuboLþk CtJvºtf

(3) MvuNeVefuNl

z[tu#dbtk કદ, ytfth, ytkfzt કદાચ Ftuxt ntug <tu btvujt કદ, ytfthlu yLþmhÔþk

(2) xuLzh Vtubole yLþMþra-ce

(3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule ltuk^ bwfe

yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc

fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.

(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe

ylu Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl

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

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

(16) atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu

lwfNtl &Nu <tu <ule mkvwKo sJtc>the (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb

દર યાન bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule જવાબદાર

ftuLx[tfxhle hnuNu. vtujem ફ"રયાદ &tg <tu <ule જવાબદાર vK ftuLxtfxhle hnuNu. CuFz

Dme l vzu <ule જવાબદાર vK vtujem ફ"રયાદમાં ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u

btxu mjtb<elt vdjt (suJt fu દોર*ું ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt

rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem ફ"રયાદમાં જવાબદાર

hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu જવાબદાર hnuNu lrn. ytxjwk mbSlu

s xuLzh ChJwk. bswhtultu rJbtu vK W<thJtu.

(17) bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu

fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

(18) M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu

rlgb ylwmth <u ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.

(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< "દન 1btk vh< jR

sJtltu hnuNu. yLg&t <ule lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.

(20) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc

ve.yuV/juch yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftg>tlw vtjl fhJtlwk

hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.

(21) ftuRvK કાયદાક ય jexeduNl yb>tJt> Nnuhle ftuxobt hnuNu.

(22) btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu

<ubs dtuXJJtltu hnuNu.

(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtc>the ftuLx[tfxhle hnuNu.

(24) ftuLx[tfxh îtht xuLzhbt દશાવેલ MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc

jtJJtlt hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw

vtjl fhJtlw hnuNu.

(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ M&e<e bwsc xuLzhbtk mbtJuN l

ntug <uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb

ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk

(26) atjw ftb દર યાન «tuxufNlle mkvwKo sJtc>the ftuLx[tfxhle hnuNu. subtk vevzt, દોરડા,

Cgmwaf ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK

yfMbt< &Nu <tu <ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.

(27) M&¤ Wvh atjw ftbdehe >hBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg

Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem

ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.

(28) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk દરરોજ fhuj

ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk

ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

ftuLx[tfxhlu vulÕxe fhJtle m•ttt yuze.mexe yuLSlehgh©elu hnuNu.

(29) દરક ytRxblt MvuNeVefuNl yb>tJt> Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg

htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk

yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu દરરોજ

J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd

fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

(30) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwscle hfb cejbtk&e ftve

(31) atubtmtltu vehegz <t.15 swl &e 14 ytufxtuch Mþ^eltu dKJtbtk ytJNu. yt mbg

દર યાન ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the

ytvJtbtk ytJNu.

(32) muÕm xuût / Jux lkch / ve.yuV. ftuz lkch / vtl lkch / S.yum.xe. lkch rJduhu ftuLx[t¾xhu

VhSgt< ytvJtlt hnuNu.

(33) ltbœth ftuxo îtht fhuj nwfb <ubs rlœuo»ttulwk awM<vKu vtjl fhJtlwk hnuNu. subtk z[ulus lu

jd<tk ftb btk ftuRvK mkkstudtubtk bNel ntuj/ dxhbtk btKmlu W<thJtu lnek <ubs buLgwyj

M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.

yufhthlwk Vtubo

(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le

bwjtft< je^e Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e

M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

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

jd<t દ તાવેજો ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb<

ftuLx[tfxhle mne ylu rmfft

TECHNICAL SPECIFICATIONS:

REINFORCED CEMENT CONCRETE PIPES

SOCKET & SPIGOT

This specification covers the requirements for manufacturing, testing, supplying,

jointing and testing at work sites of Reinforced Cement Concrete (RCC) pipes, of

both pressure and non pressure varieties used for pumping mains and gravity,

sewers and storm water drains. Laying of pipes and fittings/specials are covered

in Technical Specifications: Section-D6. The two parts are complementary and

are to be read together for a correct interpretation of the provisions of this

D.1.1 APPLICABLE CODES

The manufacturing, testing, supplying, jointing and testing at work sites of RCC

pipes shall comply with all currently applicable statutes, regulations, standards

and codes. In particular, the following standards, unless otherwise specified

herein, shall be referred. In all cases, the latest revision of the codes shall be

referred to. If requirements of this specification conflict with the requirements of

the codes and standards, this specification shall govern.

D.1.2 MATERIALS

a) IS: 458 - Specification for precast concrete pipes (with and without reinf.)-

b) IS: 3597 -Method of tests for concrete pipes.

c) IS: 5382 -Specification for rubber sealing rings for gas mains, water mains

d) IS: 516 -Method of test for strength of concrete.

D.1.3 CODE OF PRACTICE

a) IS: 456 -Code of practice for plain and reinforced concrete

b) IS: 783 -Code of practice for laying of concrete pipes

Design of RCC pipes including reinforcement details and the ends of pipes shall

be in accordance with the relevant clauses of IS: 458-2021.

D.1.5 MANUFACTURING

Pipe should be with ISI mark confirming to IS-458-2021. Pipe can be

manufactured by spinning process or by vibrated casting process.

The method of manufacture shall be such that the form and the dimensions of the

finished pipes are accurate within the limits specified in relevant clause of IS:

458. The surfaces and edges of the pipes shall be well defined and true, and their

ends shall be square with the longitudinal axis. The ends of the pipes shall be

further reinforced by an extra ring of reinforcement to avoid breakage during

transportation.

The RCC pipes and rubber rings shall be systematically checked for any

manufacturing defects by experienced supervisors so as to maintain a high

standard of quality.

Owner/Engineer shall at all reasonable times have free access to the place where

the pipes and collars/rubber rings are manufactured for the purpose of examining

and testing the pipes and collars/rubber rings and of witnessing the test and

All tests specified either in this specification or in the relevant Indian Standards

shall be performed by the supplier/contractor at his own cost and in presence of

Owner/Engineer if desired. For this, sufficient notice before testing of the pipes

and fittings shall be given to Owner/Engineer.

If the test is found unsatisfactory, Owner/Engineer may reject any or all pipes of

that lot. The decision of Owner/Engineer in this matter shall be final and binding

on Contractor and not subject to any arbitration or appeal.

D.1.6 MATERIALS

Cement used for the manufacture of RCC pipes should be SRC and shall confirm

to relevant IS codes.

Aggregates used for the manufacture of RCC pipes shall conform to IS:383. The

maximum size of aggregate should not exceed one-third the thickness of the pipe

or 20 mm, whichever is smaller.

Mixing and Curing Water

Water shall be clean, colorless and free from objectionable quantities of organic

matter, alkali, acid, salts or other impurities that might reduce the strength,

durability or other desirable qualities of concrete and mortar.

Reinforcement used for the manufacture of the RCC pipes shall be mild steel

Grade I or medium tensile steel bars conforming to IS: 432 (Part-I) or hard-drawn

steel wire conforming to IS: 421 (Part-2). Reinforcement cages for pipes shall be

as per relevant requirements of IS:

Concrete used for the manufacture of RCC pipes shall conform to IS: 456. The

minimum cement content and minimum compressive strength of concrete shall

be as per relevant requirements of IS:458 (Latest Edition). Compressive strength

tests shall be conducted on 15 cm cubes in accordance with the relevant

requirements of IS: 456 and IS:

Rubber ring chords used in pipe joints shall be EPDM rubbering as per IS 5382 :

Pipes manufactured in compliance with IS:458 (Latest Edition) shall be either

water cured or steam cured for minimum stipulated curing period in accordance

with relevant requirements of the latest revised IS:458 (Latest Edition).

D.1.8 DIMENSIONS

The internal diameter, wall thickness and length of barrel and collar of pipes,

reinforcement (longitudinal and spiral), type of ends and minimum clear cover to

reinforcement and strength test requirements shall be as per the relevant

clauses/tables of IS: 458 for different classes of pipes.

Table – 3 of IS-458-2021

Design and Strength Test Requirements of Concrete Pipes of Class NP3

Reinforced Concrete, Medium Duty, Non-Pressure Pipes made by spinning process

Internal Barrel Reinforcements Strength Test Requirements

Diameter Wall for Three Edge Bearing Test

of Pipes in Thickness Longitudinal, Mild Spirals, Load to Produce Ultimate

mm Steel or Hard Drawn Hard 0.25 mm Crack Load

Steel Draws kN/linear metre

Minimum Kg/linear Kg/linear kN/linear

number metre metre metre

1. If mild steel is used for spiral reinforcement, the weight specified under col.5 shall be

increased to 140/125.

2. The longitudinal reinforcement given in this table is valid for pipes upto 2.5 m. effective

length for internal diameter of pipe upto 250 mm and upto 3 m. effective length for

higher diameter pipes.

3. Total mass of longitudinal reinforcement shall be calculated by multiplying the values

given in col.4 by the length of the pipe and then deducting for the cover length provided

at the two ends.

4. Concrete for pipes shall have a minimum compressive strength of 35 N/mm2 at 28 days.

Table – 5 of IS- 458-2021

Design and Strength Test Requirements of Concrete Pipes of Class NP3

Reinforced Concrete, Medium Duty, Non-Pressure Pipes Made by Vibrated Casting

Internal Minimum Reinforcements Strength Test Requirements

Diameter Barrel for Three Edge Bearing Test

of Pipes in Wall Longitudinal, Mild Spirals, Load to Produce Ultimate

mm Thickness Steel or Hard Drawn Hard 0.25 mm Crack Load

Steel Draws kN/linear metre kN/linear

Minimum Kg/linear Kg/linear

number metre metre

Note : Concrete for pipes shall have a minimum compressive strength of 35 N/mm2

Table – 6 of IS-458-2021

Design and Strength Test Requirements of Concrete Pipes of Class NP4

Reinforced Concrete, Heavy Duty, Non-Pressure Pipes

Internal Minimum Reinforcements Strength Test Requirements

Diameter Barrel for Three Edge Bearing Test

of Pipes in Wall Longitudinal, Mild Spirals, Load to Produce Ultimate

mm Thickness Steel or Hard Drawn Hard 0.25 mm Crack Load

Steel Draws kN/linear metre kN/linear

Minimum Kg/linear Kg/linear

number metre metre

Note : 1. If mild steel is used for spiral reinforcement, the weight specified under col.5

shall be increased to 140/125.

2. The longitudinal reinforcement given in this table is valid for pipes upto 2.5 m.

effective length for internal diameter of pipe upto 250 mm and 3 m. effective

length for higher diameter pipes.

3. Total mass of longitudinal reinforcement shall be calculated by multiplying the

values given in col.4 by the length of the pipe and then deducting for the cover

length provided at the two ends.

4. Concrete for pipes shall have a minimum compressive strength of 35 N/mm2 at

Table – 8 of IS-458-2021

Design and Strength Test Requirements of Concrete Pipes of Class NP4

Reinforced Concrete, Heavy Duty, Non-Pressure Pipes

made by Vibrated casting process

Internal Minimum Reinforcements Strength Test Requirements

Diameter Barrel for Three Edge Bearing Test

of Pipes in Wall Longitudinal, Mild Spirals, Load to Produce Ultimate

mm Thickness Steel or Hard Drawn Hard 0.25 mm Crack Load

Steel Draws kN/linear metre kN/linear

Minimum Kg/linear Kg/linear

number metre metre

Note : Concrete for pipes shall have a minimum compressive strength of 35 N/mm2 at

The tolerances regarding overall length, internal diameter of pipes or sockets and

barrel wall thickens shall be as per relevant clause of IS:

D.1.9 WORKMANSHIP AND FINISH

Pipes shall be straight and free from cracks except that craze cracks may be

permitted. The ends of the pipes shall be square with their longitudinal axis so

that when placed in a straight line in the trench no opening between ends in

contact shall exceed 3 mm in pipes up to 600 mm diameter (inclusive), and 6 mm

in pipes larger than 600 mm diameter.

The outside and inside surfaces of the pipes shall be smooth, dense and hard, and

shall not be coated with cement wash or other preparation unless otherwise

agreed to between Owner/Engineer and the manufacturer or supplier.

The pipes shall be free from defects resulting from imperfect grading of the

aggregate, mixing or moulding.

The pipes shall be free from local dents or bulges greater than 3 mm in depth and

extending over a length in any direction greater than twice the thickness of barrel.

The deviation from straight in any pipe throughout its effective length, tested by

means of a rigid straight edge parallel to the longitudinal axis of the pipe shall not

exceed, for all diameters 3 mm forever meter run.

All pipes for testing purposes shall be selected at random from the stock of the

manufacturer and shall be such as would not otherwise be rejected under the

criteria of tolerances as mentioned in IS:458 (Latest Edition).

During manufacture, tests on concrete shall be carried out as per IS:456. The

manufacturer shall supply, when required to do so by Owner/Engineer the results

of compressive tests of concrete cubes and split tensile tests of concrete cylinders

made from the concrete used for the pipes. The manufacturer shall supply

cylinders or cubes for test purposes required by the Owner/Engineer and such

cylinders or cubes shall withstand the tests prescribed by the manufacturer for the

hydrostatic test pressure. For non-pressure pipes, 2 percent of the pipes shall be

tested for hydrostatic test pressure.

The specimen of pipes for the following tests shall be selected in accordance with

relevant Clause of IS:458 (Latest Edition)and tests in accordance with the

methods described in IS:3597.

i) Hydrostatic test

ii) Three edge bearing test

iii) Absorption test

Note: Three edge bearing strength to produce 0.25 mm crack in case of special

design of pipes shall be as per IS:458:2003.

For Inspection at manufacturing site 24 hrs. access shall be provided to AMC

Engineers as well as engineer appointed by PMC/TPI agency. Apart from this

AMC will establish its own pipe testing facility where pipes will be randomly

tested. The cost of transporting the pipe to the testing facility & testing charges

shall be borne by the contractor.

D.1.11 SAMPLING AND INSPECTION

In any consignment, all the pipes of same class and size and manufactured under

similar conditions of production shall be grouped together to constitute a lot. The

conformity of a lot to the requirements of this specification shall be ascertained

on the basis of tests on pipes selected from it.

The number of pipes to be selected from the lot for testing shall be in accordance

with Table 15 of IS:458 (Latest Edition).

Pipes shall be selected at random. In order to ensure randomness, all the pipes in

the lot may be arranged in a serial order and starting from any pipe, every ‘n’th

pipe be selected till the requisite number is obtained, n being the integral part of

N/n, where N is the lot size and n is the sample size.

All pipes selected as per IS : 458 shall be inspected for dimensional requirements,

finish and deviation from straight. A pipe failing to satisfy one or more of these

requirements shall be considered as defective.

The number of pipes to be tested for tests under IS : 458 shall be in accordance

with column 4 of Table 15 of IS:458 (Latest Edition). These pipes shall be

selected from pipes that have satisfied the requirements mentioned in Clause

A lot shall be considered as conforming to the requirements of IS:458 (Latest

Edition) of the following conditions are satisfied.

(a) The number of defective pipes shall not be more than the permissible

number given in column 3 of Table 15 of IS:458 (Latest Edition).

(b) All the pipes tested for various tests as per IS-458 shall satisfy

corresponding requirements of the tests.

(c) In case the number of pipes not satisfying requirements of any one or

more tests, one or two further samples of same size shall be selected and

tested for the test or tests in which failure has occurred. All these pipes

shall satisfy the corresponding requirements of the test.

The following information shall be clearly marked on each pipe :

b) Internal diameter of pipe

c) Class of pipe

d) Date of manufacture, and

e) Name of manufacturer or his registered trademark or both.

D.1.13 LAYING OF PIPES

The laying of RCC pipes shall conform to Technical Specifications: Section.

D.1.14 JOINTING

Jointing of RCC pipes shall be done with SRC cement only and as per the

requirements of following specifications and as per the relevant IS. The type of

joints shall be as below. After jointing, extraneous material, if any, shall be

removed from the inside of the pipe and the newly made joints shall be

thoroughly cured. In case, rubber-sealing rings are used for jointing, these shall

conform to IS 5382 and shall be of such type as mentioned in IS-458:2003.

D.1.15 FLUSH JOINT (INTERNAL)

This joint shall be generally used for culvert pipes of 900-mm diameter and over.

The ends of the pipes are specially shaped to form a self-centering joint with an

internal jointing space 13-mm wide. The finished joint is flush with both inside

and outside with the pipe wall. The jointing space is filled with cement mortar in

the proportion as specified in IS-458-2003, mixed sufficiently dry to remain in

position when forced with a trowel or rammed.

FLUSH JOINT (EXTERNAL)

This joint is suitable for pipes which are too small for jointing from inside. This

joint is composed of specially shaped pipe ends. Each end shall be butted against

each other and adjusted in correct position. The jointing space shall then be filled

with cement mortar as specified in IS-458-2003, sufficiently dry and finished off

flush. Great care shall be taken to ensure that the projecting ends are not

damaged as no repairs can be readily affected from inside the pipe.

SPIGOT AND SOCKET JOINT (FLEXIBLE)

The RCC pipe with the rubber ring accurately positioned on the spigot shall be

pushed well home into the socket of the previously laid pipe by means of

uniformly applied pressure with the aid of a jack or similar appliance. The RCC

pipes shall be of spigot and socket type and rubber rings as specified in IS-458-

2003, shall be used, and the manufacturers instructions shall be deemed to form a

part of these specifications. The rubber rings shall be lubricated before making

the joint and the lubricant shall be soft soap water or an approved lubricant

supplied by the manufacturer.

Socket & Spigot NP3 & NP4 pipe with rubber ring roll on joint for diameter upto

900 mm should be provided as per table 14 pf IS 458 :

Socket & spigot NP3 & NP4 pipe with rubber ring confined joint for diameter

1000 mm to 2200 mm should be provided as per Table -17 of IS 458:2003.

D.1.16 CLEANING OF PIPES

As soon as a stretch of RCC pipes has been laid complete from Machinehole to

Machinehole or for a stretch as directed by Owner/Engineer, contractor shall run

through the pipes both backwards and forwards a double disc or solid or closed

cylinder 75 mm less in diameter than the internal diameter of pipes. The open

end of the incomplete stretch of pipeline shall be securely closed as may be

directed by Owner/Engineer to prevent entry of mud or silt etc.

If as a result of the removal of any obstructions Owner/Engineer considers that

damages may have been caused to the pipelines, he shall be entitled to order the

stretch to be tested immediately. Should such test prove unsatisfactory,

contractor shall amend the work and carry out such further tests as are required

by Owner/Engineer.

It shall also be ascertained by contractor that each stretch from Machinehole to

Machinehole or the stretch as directed by Engineer is absolutely clear and

without any obstruction by means of visual examination of the interior of the

pipeline suitably enlightened by projected sunlight or otherwise.

D.1.17 TESTING AT WORK SITE

After laying and jointing of RCC pipes is completed the pipeline shall be tested at

work site as per the following specifications and as directed by Owner/Engineer.

All equipment for testing at work site shall be supplied and erected by contractor.

Water for testing of pipes shall be arranged by him. Damage during testing shall

be contractor’s responsibility and shall be rectified by him to the full satisfaction

of Owner/Engineer. Water used for test shall be removed from pipes and not

released to the excavated trenches.

After the joints have thoroughly set and have been checked by Owner/Engineer

and before backfilling the trenches, the entire section of the sewer or storm water

drain shall be proved by contractor to be water tight by filling in pipes with water

to the level of 1.50 m above the top of the highest pipe in the stretch and heading

the water up for the period of one hour. The apparatus used for the purpose of

testing shall be approved by Owner/Engineer. Contractor if required by

Owner/Engineer shall dewater the excavated pit and keep it dry during the period

of testing. The loss of water over a period of 30 minutes should be measured by

adding water from a measuring vessel at regular 10 minutes intervals and noting

the quantity required to maintain the original water level. For the approval of this

test the average quantity added should not exceed 1 litre/hour/100 linear

metres/10 mm of nominal internal diameter. Any leakage including excessive

sweating which causes a drop in the test water level will be visible and the

defective part of the work should be removed and made good.

In case of pressure pipeline the completed stretch of pipeline shall be tested for

site test pressure as specified in IS-458-2003. The site test pressure should not be

less than the maximum operating pressure plus the calculated surge pressure, but

in no case should it exceed the hydrostatic test pressure as specified in IS:458

(Latest Edition).

D.1.18 MEASUREMENT

All RCC pipes shall be measured according to the work actually done and no

allowance will be made for any waste in cutting to the exact length required. The

measurement for pipes shall be in running meter nearest to a cm. of length along

the centre line of pipe as actually laid at work sites.

The rate for providing, laying and jointing of RCC pipes shall be deemed to

include the cost of rubber rings, jointing material, testing and extra excavation

required for ordinary bedding of pipes and also for pipe sockets, if any.

• If any damage is caused to the pipeline during the execution of work or while

cleaning/testing the pipeline as specified. Contractor shall be held

responsible for the same and shall replace the damaged pipeline and retest the

same at his own cost to the full satisfaction of Engineer.

• Water for testing of pipeline shall be arranged by Contractor at his own cost.

• Pipes shall be brought on site proportionate to the required progress for Thirty

D-5 : SITE FILLING

D.5.1.1 Apart from any other work / purpose for which this specification may be made applicable by

Engineer, this shall generally govern work involving filing site / plant over the entire area /

most of the area to raise the general grade level to the desired elevation. This work shall be

carried out as per applicable clauses “Earthwork in Grading, Excavation and Backfilling”

particularly clauses 10 &

D.5.2 FILL MATERIAL

D.5.2.1 General

D.5.2.1.1 All fill material whether such material is brought from outside borrow areas or excavation

within the site, will be subject to Engineer’s approval. Notwithstanding any approval given

to the fill material or borrow areas from which fill material is proposed to be brought,

Engineer / Owner reserves the right to reject such material which in his opinion either does

not meet the specification requirements or is unsuitable for the purpose for which it is

D.5.2.2 Borrow Areas

D.5.2.2.1 It shall be Contractor’s responsibility to locate suitable borrow areas for borrowing fill

material. Such areas will be inspected by Engineer and approved before Contractor makes

arrangements to borrow the fill material. The top soil which may contain vegetation,

rubbish, slush etc. shall not be used. If demanded by Engineer. Contractor shall arrange to

have trial pits of specified dimensions and numbers dug at locations specified, for Engineer

to examine the nature and type of material likely to be obtained from the borrow area.

D.5.2.3 Lead, Lift and Transportation

D.5.2.3.1 Unless separately provided, for, all lead, lift and transportation required for bringing in the

fill material from borrow areas or from excavation from within the site shall be included in

the Contractor’s quote unit rates.

D.5.2.4 Quality

D.5.2.4.1 The borrowed soil shall be generally granular, and non-cohesive. It shall consist of sand,

silty sand, murrum, ordinary soil, gravel and shingle. Dredged material, free from clayey

deposit, will be accepted. Fill material shall also be free from sulphates, salts, organise,

foreign and other harmful or objectionable materials. Any material rejected by Engineer

shall be removed from the site immediately.

D.5.3 ACCESS ROAD

D.5.3.1 Roads, whether of temporary or other nature, required to be constructed for access and for

movement of man, materials. Equipments, transport vehicles, vehicles carrying fill material

etc. to or over borrow areas and/or to or over areas on which fill has to be deposited shall be

constructed by Contractor at his cost. Such costs shall be deemed to have been included in

the unit rates quoted by Contractor. Such access roads shall be maintained in good condition

during all seasons to ensure completion of work according to time schedule.

D.5.4.1 Site clearing before filling shall be carried out as specified in the enclosed specification.

Earthwork in Grading, Excavation and backfilling.

D.5.5.1 Backfill

D.5.5.1.1 Backfill shall be deposited to bring the grade level to desired elevation after compaction of

D.5.5.1.2 Back fill shall be compacted, where so specified, by 12 tonne rollers as indicated in Clause

D.5.5.2.3 below. The fill material shall be compacted to the specified density, where so

D.5.5.1.3 If the density of fill use of rollers for compaction is not specified. Contractor shall ensure

necessary compaction by the passage of trucks, carrying the fill material over the deposited

fill in such a way that the entire fill area is covered. These will reasonably compact the

sand fill will be accepted by Engineer. However, Contractor shall ensure that every layer is

thus compacted before the succeeding layers are deposited. Each layer shall not exceed

mm in thickness.

D.5.5.1.4 Compaction of back fill by flooring the area shall be carried out where so specified. In this

case, Contractor should ensure that the fill material is not washed away. This work shall be

carried out as directed by Engineer.

D.5.5.2 Soil Fill

D.5.5.2.1 Approval soil fill consisting of ordinary soil, murrum, soil containing gravel, shingle etc.

shall be deposited in layers not exceeding 200 mm. Contractor should ensure that all clods of

earth are broken down to a size not larger than 100 mm.

D.5.5.2.2 Where density of fill or use of rollers is not specified, the fill shall be carried out as specified

in Clause D.5.5.1.3 above.

D.5.5.2.3 Where the fill material has to be compacted by use of rollers procedure as specified in Clause

D.1.10.5.2 of specification for “Earthwork in Grading, Excavation and Backfilling”.

D.5.5.2.4 Where specified, the required density of fill shall be obtained by proper compaction.

D.5.6 MEASUREMENT

D.5.6.1 The rate quoted by the contractor for filling available excavated earth (excluding rock if

any) will be considered for payment for site filling as per the quantity executed and measured

in cubic meter.

D-6 : CONCRETE WORKS

D.6.1.1 This Specification covers the general requirements for concrete using on-site production

facilities including requirements in regard to the quality, handling, storage of ingredients,

proportioning, batching, mixing, transporting, placing, curing, protecting, repairing, finishing

and testing of concrete; form work; requirements in regard to the quality, storage, bending

and fixing of reinforcement; grouting as well as mode of measurement and payment for

complete works.

D.6.1.2 It shall be very clearly understood that the specifications given herein are brief and do not

cover minute details. However, all work shall have to be carried out in accordance with the

relevant standards and codes of practices or in their absence in accordance with the best

accepted current engineering practices or as directed by Engineer from time to time. The

decision of Engineer as regards the specification to be adopted and their interpretation and

the mode of execution of work shall be final and binding on Contractor and no claim

whatsoever will be entertained on this account.

D.6.2 APPLICABLE CODES AND SPECIFICATIONS

D.6.2.1 The following specifications, standards and codes, including all official amendments /

revisions and other specifications and codes referred to therein, should be considered a part

of this specification. In all cases the latest issue / edition / revision shall apply. In case of

discrepancy between this specification and those referred to herein below or other

specifications forming a part of this bid document, this specification shall govern.

D.6.2.2 Code for Materials

1. IS : 269 - Specification for 33 grade ordinary portland cement

2. IS : 455 - Specification for portland slag cement

3. IS : 1489 - Specification for portland pozzolana cement

4. IS : 8112 - Specification for 43 grade ordinary portland cement.

5. IS : 12330 - Specification for sulphate resisting portland cement

6. IS : 383 - Specification for coarse and fine aggregates from natural

sources for concrete.

7. IS : 432 - Specification for mild steel and medium tensile steel bars

(Part 1 and 2) and hard drawn steel wires for concrete reinforcement.

8. IS : 1786 - Specification for high strength deformed steel bars and

wires for concrete reinforcement.

9. IS : 1566 - Specification for hard drawn steel wire fabric for concrete

10. IS : 9103 - Specification for admixtures for concrete.

11. IS : 2645 - Specification for integral cement water proofing

12. IS : 4990 - Specification for plywood for concrete shuttering work.

13. IS : 12269 - Specification for 53 grade ordinary portland cement.

D.6.2.3 Code for Material Testing

1. IS : 4031 - Methods of physical tests for hydraulic cement.

(Parts 1 to 15)

2. IS : 4032 - Methods of chemical analysis of hydraulic cement.

3. IS : 650 - Specifications for standard sand for testing of cement.

4. IS : 2430 - Methods for sampling of aggregates for concrete.

5. IS : 2386 - Methods of test for aggregates for concrete.

6. IS : 3025 - Methods of sampling and test (physical and chemical)

water used in industry.

7. IS : 6925 - Methods of test for determination of water soluble

chlorides in concrete admixtures.