Providing,supply & laying wetmix over Drainage & water pipeline Excavation of various location in Ranip ward West zone(ARC)

Name of Work :- Providing,supply & laying wetmix over Drainage & water pipeline Excavation of

various location in Ranip ward West zone(ARC)

Sr. No. Description Qty Rate Per Amount

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,

1 fuel and operating charges and stacking of 24 535.71 Hr

useful & non-useful materials separately up to

store. (No payment should be allowed for non

working condition of machinery and for pipe

line excavation and laying work) ( Based on

Previously approved rate by C E sir )

Hiring of tractor with trolley considering

2 Hrs. as working day hours incl.Driver (GWSSB 200 2,110.50 Day

Providing & Supplying Road Roller (8-10 ton)

on rental basis in case of hand lying work of

Hot mix / cold mix material work during

day/night for 8 Hrs. Shift, as per instruction of

engg.incharge , rate includes all nece. shifting,

fuel and operating charges etc. (No payment

should be allowed for non working condition

Supplying Surace Vibrator / Plat compactor

for compaction. The cost of Surace Vibrator

4 includes , driver, fuel charges etc. complete 2 327.87 Day

for day or night as directed by engineer in

Hiring of Three wheeler carrier

5 (Chakado/Rixa) considering 10 Hrs. as working 50 1,156.76 Day

day hours incl.Driver (GWSSB SOR 2021-22)

Supplying Electric Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc.

Complete as Directed. (No paymentshould be

allowed for non working condition of

machinery and for pipe line excavation and

M.H. work. Allowed only for break down

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

7 allowed for non working condition of 24 535.71 Hr

machinery and for pipe line excavation and

M.H. work. Allowed only for break down

work) ( Based on Previously approved rate by

Providing and operation dewatering Pump

including fuel charges & operator Charges etc.

as directed etc. comp. (Shift for Eight Hour)

8 (For Each Pump Set, No payment should be 5 535.71 Shift

allowed for non working condition of

machinery ) ( Based on Previously approved

rate by C E sir )

Supplying labours and masons for

reinstatement of stone paving, block paving at

excavation of drainage pipe line, water pipe

line, excavation for cable laying and supply -

labour at road store to shfit the hot mix and

to lay the hot mix as directed (Approved rate)

(a) Mason 140 400 No

(b) Mazdoor 984.00 328 No

(c) Makadam/ Supervision At Day / Night 295 425 No

Providing & Supplying Hitachi Machine-110

capacity on rental basis in case of

emergency situation and break down type

work & also during unavoidable condition as

10 per instruction of engg.incharge , rate 2 1,785.71 Hr

includes all nece. shifting, fuel and operating

charges . (No payment should be allowed for

non working condition of machinery )(Based

on central work shop rate)

Hiring and operating Mud Pumps incl. Cost of

fuel and operator including the cost of to and

fro transportation, laying of the delivery hoses

as required, lowering and lifting the pumps as

and when required etc. complete. Set Do As

Directed. (No payment should be allowed for

non working condition of machinery ) ( Based

on Previously approved rate by C E sir )

Box cutting the road surface to proper slope

and camber for making a base for road work

12 including removing the excavated stuff and 75 205.35 Cmt

depositing on the road side slope as directed

upto 200 Mt.lead

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

13 executed outside the road site. Rate also

includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within

the work site is not payable.

f) Lead From 5 Km to 10 Km. 99.0 78.54 Cmt

g) Lead From 10 Km to 15 Km. 50 104.65 Cmt

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

14 carriage of mixed Material by tipper to site,

laying in uniform layers in sub- base / base

course on well prepared surface and

compacting with vibratory roller to achieve

the desired density as per Codal Provision.

(A) Supply of WMM 700 1,975.00 cmt

(B) Laying of WMM 700 35 Cmt

Providing and laying in position Ready Mixed

M-200 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to

siteof work in transit mixer for a lead up to

kms having continuous agitated mixer,

manufactured as per mix design of specified

grade for reinforced cement concrete work

including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete,

improve workability withoutimpairing

strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be

Contractor'sSign Addl.C.E.

MobilNo:- (westzone)

As per account department(A.M.C.) circular no. 10 Dt.05/08/2024 Bank guarantee of said

work must be of Ahmedabad city branch, which mentioned as bellow.

(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.

(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

(B) Guarantees issued by following Banks will be accepted as SD/EMD for the period up to.

(1) Commercial Banks :

1) A U SMALL FINANCE BANK

3) BANDHAN BANK

4) CITY UNION BANK

6) DBS BANK INDIA LIMITED

8) EQUITAS SMALL FINANCE BANK

9) FEDERAL BANK

15) IDFC FIRST BANK

16) INDUSLND BANK

17) JANA SMALL FINANCE BANK

18) KARNATAKA BANK

19) KARUR VYSYA BANK

20) KOTAK MAHINDRA BANK

21) SOUTH INDIAN BANK

22) TAMILNADU MERCANTILE BANK

23) UTKARSH SMALL FINANCE BANK

(2) Co-Operative Banks of Gujarat

1) The Ahmedabad Mercantile Co –Oparative bank limited

2) Kalupur commercial Co-operative Bank limited

3) Nutan Nagrik Sahakari Bank limited

4) Saraswt Co-operative Bank

5) SVC Co-operative Bank

6) THE Cosmos Co-operative Bank

7) Baroda Gramin Bank

8) Saurashtra Gramin Bank

9) THE Gujarat State Co-operative Bank

10) The Mehsana Urban Co-Operative Bank Ltd.

11) The surat district Co-operative Bank

12) The surat peoples Co-operative Bank

AHMEDABADMUNICIPALCORPORATIONENGINEERDEPARTMENT

TECHNICALSPECIFICATION

Nameof Work :- Providing,supply & laying wetmix over Drainage & water pipeline

Excavation of various location in Ranip ward West zone(ARC)

GeneralTechnicalSpecificationSection

FollowingtechnicalspecificationsshallbeapplicabletotherelevantitemsofBOQ

Providing & Supplying JCB Machine on rental basis in case of emergency situation and break down type work & also during

unavoidable condition as per instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges and

stacking of useful & non-useful materials separately up to store. (No payment should be allowed for non working condition of

machinery and for pipe line excavation and laying work) ( Based on Previously approved rate by C E sir )

Themodeofpaymentforthisitem shall be on hr. Basis.

Hiring of tractor with trolley considering 8 Hrs. as working day hours incl.Driver (GWSSB SOR 2021-22)

Themodeofpaymentforthisitemshall beon Day. Basis.

Providing & Supplying Road Roller (8-10 ton) on rental basis in case of hand lying work of Hot mix / cold mix material work during

day/night for 8 Hrs. Shift, as per instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges etc. (No

payment should be allowed for non working condition of machinery)

Themodeofpaymentforthisitem shall be on Day. Basis.

Supplying Surace Vibrator / Plat compactor for compaction. The cost of Surace Vibrator includes , driver, fuel charges etc.

complete for day or night as directed by engineer in charge

Work shall be carried out manually or by Machinery as per site

requirements.The mode of payment for this item shall be on Day. Basis.

Hiring of Three wheeler carrier (Chakado/Rixa) considering 10 Hrs. as working day hours incl.Driver (GWSSB SOR 2021-22)

Work shall be carried out manually or by Machinery as per site

requirements.The mode of payment for this item shall be on Day. Basis.

Supplying Electric Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using Operator, fuel, power Supply etc.

Complete as Directed. (No paymentshould be allowed for non working condition of machinery and for pipe line excavation and

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

The mode of payment for this item shall be on shift. Basis.

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using Operator, fuel, power Supply

etc. Complete as Directed. (No payment should be allowed for non working condition of machinery and for pipe line excavation

and M.H. work. Allowed only for break down work) ( Based on Previously approved rate by C E sir )

The mode of payment for this item shall be on Hr. Basis.

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed etc. comp. (Shift for Eight

Hour) (For Each Pump Set, No payment should be allowed for non working condition of machinery ) ( Based on Previously

approved rate by C E sir )

The mode of payment for this item shall be on Shift. Basis.

Supplying labours and masons for reinstatement of stone paving, block paving at excavation of drainage pipe line, water pipe line,

excavation for cable laying and supply labour at road store to shfit the hot mix and to lay the hot mix as directed (Approved rate)

(c) Makadam/ Supervision At Day / Night

The mode of payment for this item shall be on No. Basis.

Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of emergency situation and break down type work &

also during unavoidable condition as per instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges .

(No payment should be allowed for non working condition of machinery )(Based on central work shop rate)

The measurements shall be on Hr.basis.

Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of to and fro transportation, laying of the

delivery hoses as required, lowering and lifting the pumps as and when required etc. complete. Set Do As Directed. (No payment

should be allowed for non working condition of machinery ) ( Based on Previously approved rate by C E sir )

The rate shall be for a unit of Hr

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff

and depositing on the road side slope as directed upto 200 Mt.lead

The rate shall be for a unit of CMT

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 conveyance above 50 mt done

within the work site is not payable.

f) Lead From 5 Km to 10 Km.

g) Lead From 10 Km to 15 Km.

The rate shall be for a unit of CMT.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the

Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub-

base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Codal

(A) Supply of WMM

(B) Laying of WMM

This work shall consist of laying and compacting clean, crushed, graded aggregate and granular material, premixed with water, to a

dense mass on a prepared sub-grade/sub- base/ base or existing pavement as the case may be in accordance with the requirements

of these Specifications. The material shall be laid in one or more layers as necessary to lines, grades and cross-sections shown on the

approved drawings or as directed by the Engineer.

The thickness of a single compacted Wet Mix Macadam layer shall not be less than 75 mm. When vibrating or other approved types

of compacting equipment are used, the compacted depth of a single layer of the sub-base course may be upto 200 mm with the

approval of the Engineer.

Physical Requirements

Coarse aggregates shall be crushed stone. The aggregates shall conform to the physical requirements set forth in Table 19-1.

Sevaliya/Timba/Ankodiya special aggregate is only acceptable.

If the water absorption value of the coarse aggregate is greater than 2 percent, the soundness test shall be carried out on the

material delivered to site as per IS:2386 (Part-5).

Table 19-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base Courses

S. No. Test Test Method Requirements

1. Los Angeles Abrasion value or IS:2386 (Part-4) 40 percent (Max.)

Aggregate Impact value

IS:2386 (Part-4) or 30 percent (Max.)

2. Combined Flakiness and Elongation indices IS:2386(Part-1) 35 percent (Max.)*

* To determine this combined proportion, the flaky stone from a representative sample should first be separated out. Flakiness index is weight of flaky stone

metal divided by weight of stone sample. Only the elongated particles be separated out from the remaining (non-flaky) stone metal. Elongation index is weight of

elongated particles divided by total non-flaky particles. The values of flakiness index and elongation index so found are added up

Grading Requirements

The aggregates shall conform to the grading given in Table 19-2.

Table 19-2 : Grading Requirements of Aggregates for Wet Mix Macadam

IS Sieve Designation Percent by weight passing the IS Sieve

600 micron 8-22

Material finer than 425 micron shall have Plasticity Index (PI) not exceeding

The final gradation approved within these limits shall be graded from coarse to fine and shall not vary from the low limit on one sieve to

the high limit on the adjacent sieve or vice versa.

Construction Operations:-

Preparation of Base

The surface of the sub-grade/sub-base/base to receive the Wet mix macadam course shall be prepared to the specified grade and

camber and cleaned of dust, dirt and other extraneous material. Any ruts or soft yielding places shall be corrected in an approved

manner and rolled until firm surface is obtained.

Where the Wet mix macadam is to be laid on an existing metalled road, damaged area including depressions and potholes shall be

repaired and made good with the suitable material. The existing surface shall be scarified and re-shaped to the required grade and

camber before spreading the coarse aggregate for Wet mix macadam.

Preparation of Mix

Wet Mix Macadam should be prepared in an approved mixing plant of suitable capacity having provision for controlled addition of

water and forced/positive mixing arrangement like pugmill or pan type mixer of concrete batching plant. For small quantity of wet mix

work, the Engineer may permit the mixing to be done in concrete mixers.

Quantity of water should not vary from OMC determined as per IS : 2720 (part VIII) by more than agreed limit. The mixed material

should be uniformly wet and no segregation should be permitted.

Spreading of mix

Immediately after mixing, the aggregates shall be spread uniformly and evenly upon the prepared subgrade/sub-base/base in required

quantities. In no case should these be dumped in heaps directly on the area where these are to be laid nor shall their hauling over a

partly completed stretch be permitted.

The mix may be spread either by a paver finisher or motor grader or as per instruction of Engineer-in-Charge and/or his authorized

representative. For portions where mechanical means cannot be used, manual means as approved by the Engineer shall be used. The

motor grader shall be capable of spreading the material uniformly all over the surface. Its blade shall have hydraulic control suitable for

initial adjustments and maintaining the same so as to achieve the specified slope and grade.

The paver finisher shall be self-propelled, having the following features:

(i) Loading hoppers and suitable distribution mechanism

(ii) The screed shall have tamping and vibrating arrangement for initial compaction to the layer as it is spread without rutting or

otherwise marring the surface profile.

(iii) The paver shall be equipped with necessary control mechanism so as to ensure that the finished surface is free from surface

The surface of the aggregate shall be carefully checked with templates and all high or low sports remedied by removing or adding

aggregate as may be required. The layer may be tested by depth blocks during construction. No segregation of layer and fine particles

should be allowed. The aggregates as spread should be of uniform gradation with no pockets of fine materials.

After the mix has been laid to the required thickness, grade and crossfall/camber the same shall be uniformly compacted, to the full

depth with suitable roller. If the thickness of single compacted layer does not exceed 100 mm, smooth wheel roller of 80 to 100 kN

weight may be used. For a compacted single layer upto 200 mm, the compaction shall be done with the help of vibratory roller of

minimum static weight of 80 to 100 kN or equivalent capacity roller. The speed of the roller shall not exceed 5 km/h.

In portions having unidirectional cross fall/superelevation, rolling shall commence from the lower edge and progress gradually towards

the upper edge. Thereafter, roller should progress parallel to the centre line of the road, uniformly over-lapping each preceding track by

at least one third width until the entire surface has been rolled. Alternate trips of the roller shall be terminated in stops at least 1 m

away from any preceding stop.

In portions in camber, rolling should begin at the edge with the roller running forward and backward until the edges have been firmly

compacted. The roller shall then progress gradually towards the centre parallel to the centre line of the road uniformly overlapping

each of the preceding track by at least one-third width until the entire surface has been rolled.

Any displacement occurring as a result of reversing of the direction of a roller or from any other cause shall be corrected at once as

specified and/or removed and made good.

Along forms, kerbs, walls or other places not accessible to the roller, the mixture shall be thoroughly compacted with mechanical

tampers or a plate compactor. Skin patching of an area without scarifying the surface to permit proper bonding of the added material

shall not be permitted.

Rolling should not be done when the subgrade is soft or yielding or when it causes a wave-like motion in the sub-base/base course or

subgrade. If irregularities develop during rolling which exceed 12 mm when tested with a 3 metre straight edge, the surface should be

loosened and premixed material added or removed as required before rolling again so as to achieve a uniform surface conforming to

the desired grade and crossfall. In no case should the use of unmixed material be permitted to make up the depressions. Rolling shall

be continued till the density achieved is at least 98 per cent of the maximum dry density for the material as determined by the method

outlined in IS : 2720 (Part-8).

After completion, the surface of any finished layer shall be well-closed, free from movement under compaction equipment or any

compaction planes, ridges, cracks and loose material. All loose, segregated or otherwise defective areas shall be made good to the full

thickness of the layer and recompacted.

Setting and drying:

After final compaction of wet mix macadam course, the road shall be allowed to dry for 24 hours.

Opening to Traffic

Preferably no vehicular traffic of any kind should be allowed on the finished wet mix macadam surface till it has dried and the wearing

Surface Finish and Quality Control of Work

Surface evenness:

The surface finish of construction shall conform to the requirements of Clause in Item No. 16&17&18.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 19-3.

Table 19-3 : Test and Frequency for Materials for Wet Mix Macadam

Type of Test Frequency IS Code

Construction (As per Circular No. 66)

Wet Mix Gradation One test per 200 Cu.m. IS:2386, Part-I-1963

Macadam Aggregate Impact Value One test per 1000 Cu.m. IS:2386, Part-IV

Combined Flakiness and One test per 500 Cu.m. IS:2386, Part-I

Elongation Indices

Atterberg Limits of portion of One test per 200 Cu.m. IS:2720, Part-V

aggregates passing

425 micron sieve

Density of compacted layer One set of three tests per IS:2720, Part-VIII

Rectification of Surface Irregularity

Where the surface irregularity of the wet mix macadam course exceeds the permissible tolerances or where the course is otherwise

defective due to subgrade soil getting mixed with the aggregates, the full thickness of the layer shall be scarified over the affected area,

reshaped with added premixed material or removed and replaced with fresh premixed material as applicable and recompacted. The

area treated in the aforesaid manner shall not be less than 5 m long and 2 m wide. In no case shall depressions be filled up with

unmixed and ungraded material or fines.

Arrangement for Traffic

During the period of construction, arrangements for the traffic shall be provided. The Contractor shall take all necessary measures for

the safety of traffic during construction and provide, erect and maintain such barricades, including signs, marking, flags, lights and

flagmen as per instruction of the Engineer-in-charge.

Measurements for Payment

The rate shall be for a unit of one cubic meter.

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully automatic batching plant and transported to siteof work in transit

mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability withoutimpairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained).

Mode of measurements shall be on CMT.basis.

I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD P.W.D. TECHNICAL

SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME) AND AGREE TO ABIDE BY THEM.

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

ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME I AGREE TO ABIDE BY THEM.

SealandSignatureoftheBidder Add.CityEngineer(WestZone)

AmdavadMunicipalCorporation

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4. The contractor shall adhere to the maintenance schedule outlined in the tender

documents and comply with the prevailing AMC circulars issued from time to time.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and Regulation

Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is employed on the site work,

the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child labour welfare fund. If the employer

refuses to deposit then action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned

authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the Contractor & Municipal

Corporation becomes liable to pay any amount then the Municipal Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date 06--02-

97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining amount is

refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

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

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

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same shall

be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed. These shall form

a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be necessary to

comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract documents.

The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly filled in by the

contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published by A.M.C through

its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with the tender

documents,failing which the tender shall be liable for rejection and no any complaint in respect to this shall be entertained under any

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP ( West Zone)