CCRS Regarding complaints & footpath repair noticed during the morning round, work done by the light department includes repairing paver blocks and installing new paver blocks, doing CC work and building new footpaths, painting the footpaths and central verges.(ARC)(SHEDULE OF MEINTANANCE TYPE WORK)

2. Tender Estimated Cost Rs.20,00,000/-

1% of the Tender Cost in the form (Rs.20,000/-)

3. Earnest Money

(D.D./Pay Order / Local Micr Check/B.G.)

4 Tender Fee Rs Demand Draft of Rs.900.00

6. Time-Limit 12 months

7. Validity Period 120 Days

(i) Last Date of Submission of the

a) In Sealed cover in duplicate copies by Registered Post A.D,

(ii) Mode of Sending or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to be

a) Name of work, Tender Notice No. & Tender No.

made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in

The Price bid shall be submitted online only.

Schedule of Quantities and Rates It shall not be submitted Physically.

9. Date of Opening AS PER NIT

Submission of EMD. Tender fee and other Documents during office

Place of Submission & Opening of

10. hours: AS PER NIT West Zone, 2nd Floor, A.M. Office, Dr.

Tender Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013.

(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and

11. Penalty Due to Delay of work

upto 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting

above 30 Lakhs) but not more then 10% of bill

12. Defect Liability As per ‘B-1 Form Close

Whenever a work is allotted by Engineering staff, whether minor or

major of part thereof of any amount, the contractor shall be bound

to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for the

same. Failure of comply to start the works in 48 hours of intimation

Time permitted to start parts of as above by contractor the contractor shall be levied penalty of (1)

work Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise

justified properly in writing / binding within 15 days of last notice of

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Sr no Deparmntent Category Problem SLA Period Penalty per

1. Engineering Footpath Road- 168 Hours

Contractor's Sign Addl.C.E.(west zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT (WEST ZONE)

NAME OF WORK- CCRS Regarding complaints & footpath repair noticed during the morning round, work

done by the light department includes repairing paver blocks and installing new paver

blocks, doing CC work and building new footpaths, painting the footpaths and central

verges.(ARC)(SHEDULE OF MEINTANANCE TYPE WORK)

Qty Item Unit Per Rate Amount Rs:-

1 Dismantling the following including

loading, unloading and disposal of

unserviceable material for all lead or as

directed by Engineer-In-Charge and

stacking the serviceable material and

backfilling the resulting trenches and pits

b 100 Dismantling tiled or stone floors laid in Smt 27.44

mortar including stacking of serviceable

material and disposal of uservicalble

material with all lead and lifts.

c 100 Demolition & disposal of unservisable Cmt 348.10

material with all lead and lift for

unreinforeced concrete.

d 50 Demolition of brick work & stone Cmt 314.50

masonry including stacking of serviceable

materials and disposal of unserviceable

materials with all lead and lift (1) In

e 50 Demolition including stacking of Cmt 604.74

serviceable materials and disposal of

unserviceable materials with all lead and

lift. (I) R.C.C work.

2 Extra Rate Over Item of Excavation of

Earth for excavation of asphalt

pavement / RCC of thickness up to

meter including demolishing the asphalt

carpet, metal,s oiling/cutting

Reinforcement etc.comp. with stacking

the material as directed.

a 50 up to 0.20 meter thickness (By Manual) Smt 71.10

b 100 0.20 to 0.30 meter (By any type of Smt 177.76

Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, &

transportation etc complete.

Qty Item Unit Per Rate Amount Rs:-

3 150 Box cutting the road surface to proper Cmt 127.13

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

4 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.

c 180 c) Lead From 2 Km to 3 Km. Cmt 38.37

d 25 d) Lead From 3 Km to 4 Km. Cmt 45.52

5 10 Providing and laying Cement Concrete Cmt 1901.59

1:5:10 (1-Cement : 5-Fine Sand : 10-

Graded Brick Bat Aggregates 40mm

Nominal Size) and curing complete.

6 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

100 Production & Supply of WMM Cmt 1708.13

100 Laying of WMM Cmt 31.25

Qty Item Unit Per Rate Amount Rs:-

7 1450 Providing and Laying of Rubber Moulded Smt 501.60

Paver Block Grey/Coloured 60 mm thick,

M-35 Grade of any size ; shape (Usually

Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size

for footpath, parking areas, service

lanes and other areas as mentioned

in the drawing/instruction of engineer in

charge. Cost includes formworks using

rubber mould, Rate providing and laying

paver blocks as per required grading and

specification. The paver block shall be

mechanically compacted. The work of

paving blocks shall be executed in line

and level by skill mason of flooring work

only. It should be laid in such a way that

the no cutting of the paver block to be

necessary. if cutting of paver block

necessary then it should be cut by

machine only and carting. The finished

surface of the paver block shall have

resonably good, plain finished. Paver

blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of

materials shall not be allowed for

production. Laying on 5cms thick sand

8 500 Providing and laying of interlocking grey Smt 572.00

Paver Blocks of high density 80mm thick

made from M-40 grade concrete using

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

Qty Item Unit Per Rate Amount Rs:-

shall have reasonably good plain finish.

Paver blocks shall be compacted and

shall be re-laid if necessary. Gravel or

such type of materials shall not be

allowed for production. Laying on 5 Cms

thick sand bedding.

9 400 Supplying and fixing of 300 mm-L x 150 Rmt 350.89

mm-B x 380 mm-H Kerb Block for

Footpath in M-20 grade using 20 mm

nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for

pre-cast blocks, reasonably exposed

finish/ formwork , mould with well

equipped with vibratory system for kerb

stones of approved design including

curing, etc. complete, including the cost

of formwork etc. complete. The rate

shall also include necessary cutting of

asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with

necessary equipments and materials. The

rate shall also include the flush pointing

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

kerbstones. Filling of zari alone the sides

of the kerb stone fixed with Bituminous

concrete mixed in proper position as

directed by Engineer in change to form a

portable mixture. In any case Gravel or

such type of materials shall not be

allowed for production. a) Laying o(AMC

approved Rate )n 5 cm thick Sand

10 176 Supplying and fixing of 380 mm H x 300 Rmt 431.96

mm L x 200 mm B Kerb Block for Central

Verge in M-20 grade using 20 mm

nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for

pre-cast blocks, reasonably exposed

finish/ formwork, mould with well

equipped with vibratory system for kerb

stones of approved design including

curing, etc. complete, including the cost

of formwork etc. complete. The rate

shall also include necessary cutting of

asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with

necessary equipments and materials. The

Qty Item Unit Per Rate Amount Rs:-

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 productiona) Laying on 5 cm

thick Sand Bedding

11 100 Providing , Supplying and fixing precast Rmt 195.54

C.C. blocks (M-20) edge kerb having size

of 75 x 300 x 300 mm depth and as per

design conveying it to the site, jointing in

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

necessary excavation of asphalt, soil etc.

12 2 Constructing Bombay Pattern Type Nos. 3125.00

Catch Pit of size 0.60 x 0.60 depth up

to 1 mt including excavation, B.B.C.C.

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

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

thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement

plaster inside the catch pit in the

proportion of CM (1:3) with out jali

etc. comp. as directed.

13 2 CatchPit Jali Fixing P/F FRC catch pit Nos. 1522.00

jali with frame 600mm x 600mm clear

opening etc. comp. As directed by

engineer in charge.

14 Providing and supplying and jointing ISI

mark only standard length Stoneware

Pipes of following class and diameter

including excavation for laying of pipes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc. compl.

(IS651/1989 or its latest revision)

including labour work for lowering,

laying, joiting with cement mortar (1:1)

proportion, proper postion, grade and

alignment and all level as directed by

engineer in charge including store to site

Qty Item Unit Per Rate Amount Rs:-

of work jointing material etc complete

27 100 mm dia Rmt 165.52

30 150 mm dia Rmt 242.98

20 230 mm dia Rmt 400.54

15 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.

5 (A) up to 0.15 mt. (@ Two Coarse) Nos. 728.82

5 (B) up to 0.35mt. (@ Four Coarse) Nos. 1155.44

16 2 Carting and Fixing M.H., Chamber or Nos. 746.59

Catchpite Seat and Cover in line and

level to match exisisting road level in C.C.

1:2:4 and finishing smooth, watering

and protecting for 7 days etc. complete

as directed. M.H. seat cover will be

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

17 500 Labour work for fixing Interlocking Smt 68.64

Blocks / any kind of pavement on up to

50 mm th sand bedding, levelling,

watering and fixing in line & level as well

cleaning the site etc.comp. as directed.

18 100 Labour work of fixing Kurb any design of Rmt 136.40

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.

19 2500 Painting Two Coats on divider and Smt 71.86

footpath curb surface / New Concrete

Surface ( Painting two coats after filling

the surface with synthetic enamel paint

in all shades on new plastered concrete

Qty Item Unit Per Rate Amount Rs:-

20 10 Providing and Casting in situ ordinary Cmt 3672.30

cement concrete M200 for R.C.C. Raft

and cutt off walls including necessary

shuttering laying, vibrating, ramming and

curing complete.(B) Walls, fom top of

foundation level upto floor two level

21 Providing and laying cement concrete

Cement : 4- coarse sand : 8- hand broken

20.00 stone Cmt

aggregates 40 mm nominal size) and

complete excluding cost of formwork in

22 Providing and laying in position Ready

Mixed M200 grade concrete for reinforced

cement conctere

work , using cement content as per

Design Mix manufactured in fully

batching plant and transported to site of

transit mixer for a lead up to 10 kms

continuous agitated mixer, manufactured

mix design of specified grade for

cement concrete work including pumping

R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering

and reinforcement including cost of

recommended proportions as per IS:

accelerate/ retard setting of concrete,

workability without impairing strength and

durability as per direction of the Engineer

charge. Without Fly Ash

23 Providing formwork of ordinary timber

planking soas to give a rough finish

including centering

shuttering strutting and propping etc.

50.00 Height of Smt

propping and centering below supporting

ceiling not exceeding 4 M. and removal of

Qty Item Unit Per Rate Amount Rs:-

same for in situ reinforced concrete and

concrete work in. (A) Foundations

of Columns etc. and Mass concrete.

24 P/A Trimix with dewatering machine and

floater machine on constructed RCC work

incl. cost of machine and labour etc

compas directed.

Contractor's Sign Addl.C.E.(west zone).

AHMEDABAD MUNI CIPAL CORPO RATI ON ENGI NEER DEP ARTMENT

NAVA VADAJ WARD

TECHNICAL SPECIFICATION

Name of Work :- CCRS Regarding complaints & footpath repair noticed during the morning

round, work done by the light department includes repairing paver

blocks and installing new paver blocks, doing CC work and building new

footpaths, painting the footpaths and central verges.(ARC)(SHEDULE OF

MEINTANANCE TYPE WORK)

Item No: 1 Dismantling the following including loading, unloading and disposal of unserviceable

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

backfilling the resulting trenches and pits complete..

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

disposal of uservicalble material with all lead and lifts.

The rate shall be for a unit of Smt. Basis.

c. Demolition & disposal of unservisable material with all lead and lift for unreinforeced concrete. (AMC sor)

The rate shall be for a unit of cmt. Basis.

d. Demolition of brick work & stone masonry including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift (1) In cement mortar. R&B SOR 2021-22 ITEM CODE 20003B

Item no.as per NBO 20.11)

The rate shall be for a unit of cmt. Basis.

e. Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead

and lift. (I) R.C.C work. (R&B SOR 2021-22 ITEM CODE 20002 Item no.as per NBO 20.3)

The rate shall be for a unit of cmt. Basis.

Item No.2 : Extra Rate Over Item of Excavation of Earth for excavation of asphalt pavement / RCC

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

Reinforcement etc.comp. with stacking the material as directed. ( a. up to 0.20 meter thickness (By

The rate shall be for a unit of Smt. Basis.

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

operator, fuel, & transportation etc complete.

The rate shall be for a unit of Smt. Basis.

Item No.3 : 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.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any

such ordinary excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under

this category. For materials and workmanship for earthwork and excavation, relevant specification IS:

3764 & IS 1200 (Part I) shall be followed.

To protect persons from injury and to avoid damage to property, adequate barricades, construction

signs, red lanterns and guards as required shall be placed and maintained during the progress of the

construction work and until it is safe for the traffic to use the roadways. The relevant Indian standards and

the rules and regulations of local authorities in regards to safety provisions shall be observed.

The depth of the excavation shall be as required. The site shall be cleared and all obstructions,

loose stones, materials and rubbish of all kind, bush; wood and all type trees shall be removed, as directed.

The materials so obtained shall be the property of AMC and shall be conveyed and stacked as directed,

within 50-m. lead. The roots of the trees coming in the sides of the trenches shall be cut and coated with

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority /

Municipal Commissioner, before cutting shall be cut after obtaining such permission from them. The rate

of site clearance is deemed to be included in the rate of earthwork.

The excavation shall be carried out in true line and level and having width and depth, as shown in

the drawings or as directed. The Contractor shall do the necessary shoring and strutting or shall provide

necessary slopes to a safe angle or steps, as required or directed, at his own cost. No extra payment shall

be made for such precautionary measures, taken. The bottom of the excavated area shall be leveled both

longitudinally and transversely, as directed, by removing excess soil and watering, as required. No earth

filling will be allowed for bringing it to level, if by mistake or any other reason, excavation is made deeper

or wider than shown on the drawings or as directed. The extra depth or width shall be made up with sand

filling, as specified for the bottom level of the subsequent finishing at the cost of the Contractor or as

directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all

utility services, lighting the excavated areas, separating and stacking serviceable materials neatly, shoring,

timbering, strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the

work. Excavated areas shall be kept free of water while masonry or concrete or relevant base works are in

progress and till the Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in backfilling the excavated areas wherever

required in layers, including ramming and watering, ensuring proper compaction etc. complete up to lead

of 50mt. The Contractor shall remove the balance of the excavated quantity from the site of work, to a

place, as directed by engineer in charge. The lead is the shortest practical route and not necessarily the

route actually taken. The decision of Engineer-In-charge shall be final in this regard. The measurement of

excavation of excavated area shall be made according to the sections shown on the drawing or as per

sections given by the Engineer-in-charge. The rate shall include for clearing the site, surface dressing,

making layout for road.

ITEM NO:- 4 : 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.

All the surplus earth etc. shall be carried away immediately from the site of work to a place within 5km. distance or as

directed and ordered by the Engineer, so as not to cause any inconvenience to the public traffic finding which in view

of public safety and traffic convenience. The corporation shall carry out the work by any other agency at the

contractor’s risk and cost. If the instructions are not completed within 7 days from the date of order to cart the surplus

materials and clear the site, the said work shall be carried out by the Municipal Corporation at the risk and cost of the

contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be carried out

by the contractor without asking any extra rate. The contractor shall have to cart the surplus earth after the trenches we

will watered and refilled with the sand. The rate of carting including carting of brickbats, metal, rubble vegetable and

garbage, if necessary to clear the road surface.

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

as per requirement in site in cmt

Item No: 5 Providing and laying Cement Concrete 1:5:10 (1-Cement : 5-Fine Sand : 10-

Graded Brick Bat Aggregates 40mm Nominal Size) and curing complete.

1.1 Water shall conform to M-1, Cement shall conform to M-3. Sand shall conform to M-6. Stone

aggregate 40 mm. nominal size shall conform to M-12.

2.0 Workmanship :

2.1 The relevant specification of item No 5.3.2.(A) shall be followed for the work except that the work is

to be carried out in cement concrete 1:5:10.

3.0 Mode of measurement and payment :

3.1 The concrete shall be measured for its length, breadth and depth. limiting dimensions to those

specified on plans or as directed.

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

Item No: 6 Providing, laying, spreading and compacting graded stone aggregate to Wet

Mix Macadam specification including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper to site,

laying in uniform layers in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density as per

Codal Provision.

Production & Supply of WMM

as per requirement in site in cmt

Item No: 7 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35

Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm

nominal size for footpath, parking areas, service lanes and other areas as mentioned in the

drawing/instruction of engineer in charge. Cost includes formworks using rubber mould, Rate providing

and laying paver blocks as per required grading and specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no cutting of the paver block to be necessary. if cutting

of paver block necessary then it should be cut by machine only and carting. The finished surface of the

paver block shall have resonably good, plain finished. Paver blocks shall be compacted and shall be relaid

if necessary. Gravel or such type of materials shall not be allowed for production. Laying on 5cms thick

. Item No :- 08 Providing and laying of interlocking grey Paver Blocks of high density 80mm thick made

from M-40 grade concrete using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with contractor's own concrete mix design as approved by AMC,

for parking, road. Cost Includes formwork, using rubber/FRP mould, laying paver block as per required

grading and specification laid paver block shall be mechanically compacted. The work of the paving blocks

shall be executed in line and level by skilled mason of flooring work only. It should be laid in such a way

that the no cutting of the paver block to be necessary. Cutting of paver block by machine cut only and

carting to be done. The Finished surface of the Paver Block shall have reasonably good plain finish. Paver

blocks shall be compacted and shall be re-laid if necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5 Cms thick sand bedding. (AMC approved Rate )

as per requirement in site in smt

TECHNICAL SPECIFICATIONS :

I) Paver Block Manufacturing Facilities :

The Paver Block shall be made in factory with following minimum facilities :

1.1 Concrete Block making Machines :

The machine should be capable of producing high quality Paver Blocks by obtaining high level of

compaction by application of hydraulic compaction and also by high intensity vibration to the moulds.

The machine should have automatic control panel for uniformity in strength.

1.2 Concrete Batching & Mixing Plant : (Not essential)

The concrete Mix Design should be followed for each batch of materials. The concrete ingredient

should be mixed in concrete Batching & Mixing plant with minimum capacity of 30 cum/hour. The plant

should equipped with automatic control panel for maintaining water cement ratio from batch to batch to

obtain concrete of uniform quality and strength. The plant should be equipped with adequate mechanism

for mechanized loading of raw materials into mixer and conveyor belt for transportation of concrete from

mixer to concrete block making machine to maintain quality of wet cement.

1.3. Curing:- The factory should have well designed curing area to ensure adequate curing of paver

Laboratory (Desirable but not essential) :

The factory should have the following:

Compression testing machine of adequate capacity.

Other tools and equipment for testing raw materials and paver blocks.

(1).Systematic record of test results of various paver blocks manufactured in the factory.

(2).Concrete Mix Design for various grade of concrete used for making of paver blocks.

II) SPECIFICATIONS FOR COLOURED PAVER BLOCKS :

Coloured concrete paver blocks shall be manufactured as per attached specifications using approved

colour Pigment of “BAYER” Make “BAYFERROX IRONOXIDE PIGMENTS” with minimum colour

pigment of 3% by weight of cement. The colour shade shall be “RED” as selected by HPCL before

commencement of the work. White cement shall be used for colored pavers to obtain the desired colour

shade. The job also includes providing 50 mm thick sand bedding to match the shade of the paver block.

The colour of the paver block shall be guaranteed against fading of colour for period of 12 months from

the date of laying of the same at site.

All other technical specifications & Procedure for testing, laying & sampling of coloured pavers will be as

per attachment.

III) PAVERS BLOCK CHARACTERISTICS :

The concrete pavers should have perpendicularities after release from the mould and the same should be

retained until the laying.

The surface should be reasonably smoothe and of anti skid and anti glare type.

The paver should have uniform chamfers to facilitate easy drainage surface run off.

The pavers should have uniform interlocking space of 2mm to 3mm to ensure compacted sand filling after

vibration on the paver Surface.

The concrete mix design should be followed for each batch of materials separately and automatic batching

plant is to be used to achieve uniformity in strength and quality.

The pavers shall be manufactured in single layer only.

Skilled labour should be employed for laying blocks to ensure line and level of laying, desired shape of

the surface and adequate compaction of the sand in the joints.

The pavers shall be of cement gray colour without any pigment & for coloured pavers refer “specifications

for coloured pavers.”

The pavers are to be skirted all round with kerbing using solid concrete blocks of size 150mm X 250mm

X 380mm. The kerbing should be embedded for 100mm depth. The concrete used for kerbing shall be

cured properly for 7 days minimum.

IV) Paver Block Dimensions :

Thickness 60mm or 80mm

Shape Uniregular (Uniform Shape with no Hollow

Chamfer 4mm to 6mm along top edges

Colour Natural cement grey colour without use of

For coloured pavers refer “specifications for

coloured pavers”

Dimensional Tolerance (+/-) 2mm for length & width,

(+/-) 3mm for Height (Thickness)

V) Testing of Paver Blocks :

SR. Average Values

NO. (Average of Minimum

Five Samples/Site)

1. Compressive Strength Min. 45 N/Sqmm for 80mm

thick OR Min. 30 N/Sqmm for

2. Flexural Strength Minimum 4.5 N/Sqmm

3. Abrasion Resistance Maximum

4. Water Absorption Maximum 5.80%

5. Minimum Cement Contact 380 Kg/Cum (Not Essential)

* Sampling and Testing procedure as per enclosed specifications

SAMPLING AND TESTING PROCEDURES FOR PAVER BLOCKS.

INTERNAL – Average of minimum 3 samples per 5000 Blocks.

Essential – Minimum 2 Blocks per 10000 bocks. Average of minimum 8 blocks per site.

1. Sampling For Testing

Sampling for testing of paver blocks shall be done in accordance with Appendix-A.

Compressive Strength

Testing for compressive strength shall be undertaken in accordance with Appendix-B.

The average compressive strength of the bocks tested shall be 40 N/Sqmm.

Abrasion Resistance

Testing for abrasion shall be in accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles)

Flexural Strength

Testing for flexural shall be n accordance with IS 1237 (Specifications for Cement Concrete Floor Tiles) –

Water Absorption

Testing for water absorption shall be in accordance with IS 2185:1979 : Part I (Specifications for Concrete

Masonry Units) – Appendix E.

Sampling of Paver blocks.

1. Method of sampling :

Before laying paver blocks, each designated section comprising not more than 50000 blocks, shall be

divided into ten approximately equal groups. Three blocks shall be drawn from each group.

Marking and identification :

All samples shall be clearly marked at the time of sampling in such a way that the designated section of

part thereof, and the consignment represented by the sample, are clearly defined.

The sample shall be dispatched to the approved test laboratory taking precaution to avoid

damage to the paving in transit. Protect the paving from damage and contamination until they have been

tested. The testing shall be carried as soon as possible, after the sample has been taken. As soon as

practicable after sampling. The samples shall be stored in water at 20 degree C  5 degree C for 24 hours

prior to testing.

as per requirement in site in smt

Item No :- 09 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-

20 grade using 20mm 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 form work etc.

complete. The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level

on 5 cm thick sand bedding with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone fixed

with Bituminous concrete Bituminous concrete / C.C. mixed in proper position to flush with the road

surface as directed by Engineer in change to form a portable mixture.(a) Laying on 5 cm thick Sand

as per requirement in site in rmt

Item No :- 10 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb Block for Central Verge

in M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent quality for

pre-cast blocks, reasonably exposed finish/ formwork, mould with well equipped with vibratory system for

kerb stones of approved design including curing, etc. complete, including the cost of formwork etc.

complete. The rate shall also include necessary cutting of asphalt, fixing the Kerb stones in line and level

on 5 cm thick sand bedding with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the kerb stone fixed

with Bituminous concrete mixed in proper position as directed by Engineer in change to form a portable

mixture. In any case Gravel or such type of materials shall not be allowed for productiona) Laying on

cm thick Sand Bedding

as per requirement in site in rmt

Item No :- 11 Providing , Supplying and fixing precast C.C. blocks (M-20) edge kerb having size of 75 x

300 x 300 mm depth and as per design conveying it to the site, jointing in to C:M 1:3 and racking out the

joints incl. necessary excavation of asphalt, soil etc. completed

as per requirement in site in rmt

Item No. 12 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6)

with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of CM (1:3) with out jali etc. comp. as directed.

as per requirement in site in Nos

Item No. 13 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening

etc. comp. As directed by engineer in charge.

as per requirement in site in Nos

Item No :- 14 Providing and supplying and jointing ISI mark only standard length Stoneware Pipes of

following class and diameter including excavation for laying of pipes, insurance,

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

departmental stores, stacking etc. compl. (IS651/1989 or its latest revision) including labour

work for lowering, laying, joiting with cement mortar (1:1) proportion, proper postion, grade

and alignment and all level as directed by engineer in charge including store to site of work

jointing material etc complete

as per requirement in site in rmt

Item No.15: Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged brick

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

existing MH sheet cover, removing the debris from MH and carting the same as directed.

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

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

as per requirement in site in Nos

Item No. 16 Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to

match exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days

etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)

The rate shall be for a unit of Nos Basis

ITEM NO:- 17 :- Labour work for fixing Interlocking Blocks / any kind of pavement on up to 50 mm

th sand bedding, levelling, watering and fixing in line & level as well cleaning the

site etc.comp. as directed.

Mode of measurement shall be on SMT. basis

ITEM NO:- 18 :- 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. (AMC approved Rate )

Mode of measurement shall be on RMT. basis

ITEM NO:- 19 Painting Two Coats on divider and footpath curb surface / New Concrete Surface (

Painting two coats after filling the surface with synthetic enamel paint in all

shades on new plastered concrete surfaces) . (AMC approved Rate )

Mode of measurement shall be on SMT. basis

ITEM NO:- 20 Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft

and cutt off walls including necessary shuttering laying, vibrating, ramming and

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

10ton). (As Per Auda Approval Rate)

Mode of measurement shall be on CMT. basis

ITEM NO:- 21 Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand

broken stoneaggregates 40 mm nominal size) and curingcomplete excluding cost

Mode of measurement shall be on SMT. basis

ITEM NO:- 22 Providing and laying in position Ready Mixed M200 grade concrete for reinforced

cement concterework , using cement content as per approvedDesign Mix

manufactured in fully automaticbatching plant and transported to site of work

intransit mixer for a lead up to 10 kms havingcontinuous agitated mixer,

manufactured as permix design of specified grade for reinforcedcement concrete

work including pumping ofR.M.C. from transit mixer to site of laying,excluding the

cost of centering shuttering finishingand reinforcement including cost of

admixtures inrecommended proportions as per IS: 9103 toaccelerate/ retard

setting of concrete, improveworkability without impairing strength anddurability

as per direction of the Engineer - in -charge. Without Fly Ash

Mode of measurement shall be on CMT. basis

ITEM NO:- 23 Providing formwork of ordinary timber planking soas to give a rough finish

including centeringshuttering strutting and propping etc. Height ofpropping and

centering below supporting floor toceiling not exceeding 4 M. and removal of

thesame for in situ reinforced concrete and plainconcrete work in. (A)

Foundations Footings Basesof Columns etc. and Mass concrete.

Mode of measurement shall be on SMT. basis

ITEM NO:- 24 P/A Trimix with dewatering machine and floater machine on constructed RCC

work incl. cost of machine and labour etc compas directed..

Mode of measurement shall be on SMT. basis

Contractor’s Signature ADD. C.E

AHMEDABAD MUNICIPAL CORPORATION

EN G I N E E R I N G D E PA RTM E N T

Na m e of W o rk : - CCRS Regarding complaints & footpath repair noticed during the morning

round, work done by the light department includes repairing paver blocks and

installing new paver blocks, doing CC work and building new footpaths, painting

the footpaths and central verges.(ARC)(SHEDULE OF MEINTANANCE TYPE

T he wor k s ha l l be c o mp l e ted wi t h 1 2 M o nt hs a ft e r t he o rd er to sta rt t he wo r ks .

T he de tai l s o f r ei n for ce me n t o f R. C. C. wo r k s ha l l b e a s p er de s ig n a nd i nst r uc t io ns o f C i t y

E n g i neer / Add l . C i t y E ng ine er a nd hi s o r d e r wi l l b e co n si d er ed fi na l .

T he co nt ra cto r s h al l ha v e t o ma i nt a i n a cco u n t o f s tee l, ce me n t a nd o t her ma te r i a l s t hat ma y be br oug ht

b y h i m o n s it e. T h i s a cc ou n t s hal l b e re g u l ar l y ma i nt a i n ed a nd kept op e n fo r i ns pe ct i o n b y M u ni cip al

St a f f. W a te r i ng o f al l t h e i te ms s h a l l b e a s p e r i n s tr u ct io n s . M i xi ng of co ncr e t e s ha l l be do ne b y

co ncr e t e mi xe r mac h i ne . Ar ra n ge me n t s o f b i nd i n g vi b r ato r fo r R. C. C. wo r ks i f r eq uir ed s h al l ha ve to

be made b y t he co nt rac t or.

T he co nt rac to r s ha l l be r e ma i n re sp o n si b l e fo r W o r k me n ’s co mp e ns a t i o n i f a ny whe n s uc h c as e o cc ur s .

T he c o n tra c t or s ha l l ar r a ng e fo r me d a mp ers a n d in ni g h t a nd h e s ha l l b e r esp o n sib le f or a n y d a m age o f

li fe a nd l i mb o r p ro p er t y i f a n y hap p e n, d ur i n g t h e e xe c u t io n o f wor k. I n c a s e o f d is p ut e for u nse e n or

ov er l oo ked it e ms t h e de ci si o n o f t he ci t y E n g i n e er/ Ad d l. C it y E n g i n eer s ha ll b e fi na l. T he co nt r act or

s ha l l ha v e to gi v e s i t e cle a n o f a l l r ub b i s h o n co mp le ti o n o f wor k a nd ha ve ove r t h e bui ld i n g wi t h

fi na l fi n i s hi ng o f t he wo rk a s d ir ec t ed . Al l t h e r ej ect ed ma t er ia l s s h al l b e r e mo ve d fro m si te wi t hi n

ho ur s b y co ntr a ct or at t h is ri s k a nd co st.

Fo r mi xi ng mor ta r ei t he r fo r ma so n r y o r fo r p la st er o r fo r a n y o t her p ur pose c o nt ra cto r s h al l h ave to

pr epa re t hr o u gh o f b i g ger s iz e a nd mi x t he mo r t ar i n t he r eq ui r e d pro p o rti o n. I n o n c a se he s h al l b e

al lo wed to mi x t h e mor t ar e i t her o n fl o o r o r a n y f i ni s hed s ur fa ce s .

T he co ntr ac to r s h al l h a v e to ma k e h i s o wn a rr a n ge me n t fo r wa ter re q u ir ed for t he wo r k a nd s ha ll pa y

th e wa t e r c har ge s a s p e r wa te r me te r .

If a ny e x tr a i te m c ro p s up d ur i n g t he p ro g r e ss o f wo r k t he s a me s ha l l b e car r i ed o ut b y t h e co n tr ac tor

and he s ha l l b e p a i d a t t he ra t e fi xed b y C.E . / Ad d l. Ci t y E n gi n ee r a s per t he r a t e a na l ys i s ba sed o n

cur r e nt mar ke t r a t e s.

If i n t he i n ter e s t o f t h e Co r p o ra tio n i t i s ne c es sar y to c ha n g e e it her a ny s i t e o r t he d e s i gn of t he

pr op ose wo r k t he c o n tra ct or s h al l car r y o u t t he s a me at h i s q u o t ed rat e s wit ho u t c ha r g es a n y e xt ra a nd

th e co n tr ac tor wi l l ha ve to ca r r y o ut t he wo r k s a nd h e wi l l b e p ai d at t he ra t e q uot ed b y hi m a nd no

cl a i m fo r e xtr a fo r s ub se q ue n t c h a n g e s ma y b e e nt e rt ai n ed .

T he c ub i c al c o n te n t s of t he c e me n t b a g s ha ll b e ta ke n a s 1 -2 0 c f t. P e r b ag a nd t he co nt rac to r s s ha l l

ha ve t o p rep ar e t h e me a s ur e s b o x e s acc o rd i n g t o t hi s me a s ure .

T he R .C . C. o r s p ec i f ie d wo r k s ha ll no t b e d o ne o n S u nd a y a nd ho l i da y ex cep t i ng e me r ge nc y o r whe n

te c h nic a l r eq ui re me nt s a re s u c h t hat co n t i n ui t y o f wo r k s ho u l d b e mai nt ai ned a nd t ha t t o wi ll b e wi t h

Re te nti o n mo ne y a t t he rat e o f 2 % s h al l b e d e d uc t ed fro m e ver y r u nni ng bi ll o f t he co ntr ac t o r a nd

whi c h wi l l be p a id a t t he t i me o f fi na l b i ll .

Co nt r ac tor wi l l be ful l y re sp o n s ib le fo r co mp l i a nc e o f t h e va r i o u s pr e v i si o n und er co ntr a c t Ac t. 1 97

and t he R ule s fr a med fo r to u nd er .

T he t e nd er for t h e wo r k s h a l l r e ma i n o p e n fo r a p eri o d (1 2 0 ) d a ys fr o m t he da te o f op e ni n g o f t he

te nd e r s fo r t hi s wo r k a nd t h e t e nd er er s h a l l no t b e a llo wed to wi t hd ra w on mod i f y t he o ffer o n h is o wn

du r i ng t he pe ri o d. I f a n y t e nd ere r wi t hd r a w o r m ak es a n y mo d i f ic a t io n s ( s) or ad d i tio n ( s) i n t he ter ms

and c o nd it i o ns o f hi s te nder no t a cce p t ab le to t he M u n i c i p al C o rp ora ti on, t he M u nic ip a l Co rp ora ti o n

s ha l l wi t ho ut pre j ud ic e t o a n y r i g ht o r r e me d y b e at l i b er t y to for fe it i n f ul l t he sa id e ar nes t mo ne y

As pe r C ir c u lar N o . M C R 2 1 7 6 ( 9 6 ) 2 4 1 8 ( i i ) G HH d a t ed 3 1 -0 3 -7 7 is s ue d b y Go ve r n me n t o f G uj ar a t

co ntr a c to r s a re r eq ues t e d to p ro d uc e t he ir q ua r r y ma t er ia l s fo r co ns tr uct io n wor k t hro ug h le g al

so urc es . i. e . o nl y fo r m t he q ua r r y l ea se ho ld er s, p e r mi t ho ld er o r mi ddl e ma n who sa t i s fi e s t he

co ntr a c to r a s to t he l e ga li t y o f t h e so ur ce o f p ur ch a s e b y h i m o n t he s e m a ter i a ls .

If t h e wo r k i s no t c a r ri e d o u t wi t h i n t h e sp e c i fi ed t i me l i mi t p e n a l t y wi l l be c har ged a ppl ic ab le a s p er

Co nt r ac tor ha s t o ma ke hi s o wn a r ra n ge me n t f o r p ro c ur e me n t o f s t ee l a n d ce me n t.

i) Co ndi ti o n al te nd e r wi l l no t b e a c cep te d .

ii ) Al l t e nd er s a r e to b e s ub mi t ted i n d u p l ica te wi t h o ut wh i c h t he te nde r s ar e l i ab l e to b e r ej ec ted .

ii i ) I n ca se o f t e nd er d o wn l o ad e d fr o m we b s it e, t e n d er fe e & EM D s ho uld be s ub mi t ted i n for m o f

iv ) Co ndi ti o n o f fo r m B 1 S ta n da r d S p ec if ica t i o n o f ma t eri a l & co d e o f p rac ti c e w i ll be

ap p li ca b le . Fo r m B 1 & B 2 ca n b e is a v a i l a b le i n w e bs it e. Co n d it io n of For m B - 1 Fo r De f e ct

Wo r k s b o o k a v a i l a b l e f r o m Gu j a r a t Book Stores (Pvt.) Ltd. Sector-21,Gandhinagar,D E T A I L E D

G E N E R A L T E C HN I C AL S P E C I F I C A TI O N S c a n b e a va i la b le fr o m Ah me dab ad M uni ci pa l

Cor po ra tio n we b s it e “ www. e g o va mc . co m” .

Con t r act o r’ s S ig nat ur e A D D. C. E

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21. htßg / fuL÷ mhfth©elt JF<tu JF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtlt nwfb mhfth©eyu fhuj

ntuE <u Bþsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk ytJNu.

22. juch JuÕVuh Vkz btxu ntjbtk htßg mhfth©eyu fhujt nwfb Bþscle hfb cejbtk&e ftve juJtbtk ytJNu.

23. mœh ftb rNzgwj ytuV buRLxulLm «fthlwk Au subtk ytJuj ytuljtRl me.me.yt.yum Vhegtœlt SLA (

Service Level Agreement) rvhegzbtk rlftj VhSgt< fhJtltu &tg Au.stu ytJuj ytuljtRl

me.me.yt.yum Vhegtœltu <ult SLA ( Service Level Agreement) rvhegzbtk rlftj fhJtbtk

lne ytJu <tu leau bwscle vulÕxe fhJtbtk ytJNu.

Sr Deparmntent Category Problem SLA Penalty per

no Period one Problem

1. Engineering Footpath Road-Footpath 168

Repairing Hours

Wvhtu¾< Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkae Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mrn <&t me¬tu yuzeNlj mexe.Rsluh(vrùb Ítul)