Hand laying patchwork work with hot mix material on different TP roads in the nava vadaj ward of the West Zone.(ARC)(SCHEDULE OF MEINTANACE TYPE WORK)

2. Tender Estimated Cost Rs.20,00,000.00

1% of the Tender Cost in the form (Rs.20000.00)

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 90 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: On 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

GST ftuLx[t¾xhlu «J<obtl GST yjd&e awfJJtbtk ytJNu.

 The staff of the contractor shall wear safety jackets,

shoes, helmets etc. while on duty and any violation will attract

a fine of Rs. 5,000/- for each incident.

15 Safety  Failure to erect safety signage or trying to carry out

the works without proper precautions/safety measures as

required will attract a fine of Rs. 5,000/- for each incident.

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 no Deparmntent Category Problem SLA Period Penalty per

1. Engineering Road Pot holes on 24 Hours

2. Engineering Road Patch work 72 Hours

portion of road

3. Engineering Road Deep pit-Large 48 Hours

4. Engineering Road Removing of 72 Hours

5. Engineering Road Road Other 48 Hours

6. Engineering Footpath Road- 168 Hours

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

AHMEDAB AD MUNICIPAL CORPORATION

Name of Work:- Hand laying patchwork work with hot mix material on different TP roads in the

nava vadaj ward of the West Zone.(ARC)(SCHEDULE OF MEINTANACE TYPE WORK)

AHMEDABAD MUNICIPAL CORPORATION

Name of work :- Hand laying patchwork work with hot mix material on different TP roads in the nava

vadaj ward of the West Zone.(ARC)(SCHEDULE OF MEINTANACE TYPE WORK)

Qty Item Rate Per Amount

1 50 Hiring of Tractor with trolley considering 8 Hrs. Days 2104.09

As working Day hours inclu. Driver

2 Supplying, labour for break down repairing

work for activities like excavation, disliting,

removing debris from trench back filling

etc. comp. as directed by Eng.in charge.

a 200.00 Mazdoor at day /Night No. 497.50

b 50.00 Makadam/ supervision at day / Night No. 711.00

3 48.00 Providing & Supplying JCB Machine on rental Hour 711.86

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)

4 Providing, laying, spreading and compacting Cmt 1739.38

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.

A 300 Production & Supply of WMM Cmt 1708.13

B 300 Laying of WMM Cmt 31.25

5 16 Supplying Pneumatic Breaker Machine for Hours 600

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)

6 4 Providing and operation dewatering Pump 600.00

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)

7 100 Hiring and operating Mud Pumps incl. Cost 18.32

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 )

8 20 Hire charges for road Roller Per Day 2372.88

9 Re-carting of Hotmix material from place of Work /

AMC store to Location olaying havind narrow width

200.00 like chawls, poles, gamtal roads using JCB MT

foloading to transorting by tractor trolly including

fuel, driver etc complete adirected.

10 Labour charges for hand laying hotmix material

DBM/BC on the road surfacin line & level incl.

cleaning the surface with air compressor and if

require recarting material by JCB at necessory place

of workalso rolling with 8 10 tonnes vibratory roller

and Dust spreading on BC after rolling, ratalso

includes re-carting of Hotmix material from place of

Work / AMstore to Location of laying having

narrow width like chawls, poles, gamtaroads etc.

11 Box cutting the road surface to proper slope and

camber for making a basefor road work including

200.00 removing the excavated stuff and depositing on the Cmt

road side slope as directed upto 200 Mt.lead.

12 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.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

13 Providing and applying primer coat with cationic

bitumen emulsion SS1grade conforming to ASTM

GRADE on prepared surface of wet mix macadam

including clearing of Wet mix macadam surface

with air compressor toremove all loose material

1200 other foreign material. The primer shall besprayed Smt

uniformly at the rate of 0.70-1.0 kg/sqm. It shall be

applied by a selfpropelledor towed bitumen pressure

sprayer, equipped for spraying thematerial

uniformly at a specified rate. No dilution or heating

at site of SS1bitumen emulsion shall be permitted.

14 Providing & applying Tack coat with VG-30 Grade

bitumen using bitumenpressure distributor at the rate

of 0.20-0.30 kg/sqm on the existingbituminous

surface cleaned with Air Compressor etccomplete.

15 Repairing damaged M.H. and rasing M.H. up to

road level incl. removingdamaged brick work and

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

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

sheetcover, removing thedebris from MH and

carting the same as directed.

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

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

16 Extra rate over item of excavation of earth for

excavation of asphaltpavement / 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.

0.20 to 0.30 meter (By any type of Breaker Machine

169 or R.C.C.Cutter machineincluding cost of operator, Smt

fuel, & transportation etc complete.

17 Excavation of asphalt pavement of anythickness

with all sub layer including demolishingthe asphalt

100.00 carpet, metal, soiling using any type Smt

of road cutter and breaker machine

(controlledcutting) including cost of operator, fuel,

&transportation etc complete with stacking

thematerial as directed. (

18 Scarifying of existing bituminous road

surface(flexible Pavement) by mechanical means

uptorequired depth to receive new tar road top

200.00 layeri.e. seal coat and bitumineous concrete Smt

includingtools, plants, fuel, oil etc and disposal

ofunserviceable material/ debries with all lifts

andleads As directed by engineer in charge.

19 Water Tanker 6 kl capacity

TOTAL AMOUNT RS:-

TOTAL AMOUNT RS:-

Contractor's Sign Addl.C.E.

Mobil No: - (west zone)

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

The rate shall be for a unit of

Supplying, labour for break down repairing work for activities like excavation, disliting, removing debris from

trench back filling etc. comp. as directed by Eng.in charge..

Mazdoor at day /Night

Makadam/supervisionatdayNiht

The rate shall be for a unit of

Supplying, labour for break down repairing work for activities like excavation, disliting, removing debris from

trench back filling etc. comp. as directed by Eng.in charge..

The rate shall be for a unit of

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 CE sir )

The rate shall be for a unit of

PER HOURS BASIS

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 etc complete.

Production & Supply of WMM to

site of works 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 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 17-1. 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 3-1 : Physical Requirements of Coarse Aggregates for Wet Mix Macadam for Sub-base/Base

S. No. Test Test Method Requirements

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

value or Aggregate Impact

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

2. Combined Flakiness and Elongation 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 17-2.

Table 3-2 : 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.

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

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 withoutrutting 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 fromsurface blemishes.

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

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 course laid.

Surface Finish and Quality

Control of WorkSurface

The surface finish of construction shall conform to the requirements of Clause in Item No.

Quality control:

Control on the quality of materials and works shall be exercised by the Engineer as per Table 17-3.

Table 3-3 : 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

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

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

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

of 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.

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)

Measurements for Payment

The rate shall be for a unit of

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

Measurements for Payment

Therateshallbeforaunitofshiftbasis

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 )

Measurements for Payment

Therateshallbeforaunitofhp/hours

Hire charges for road Roller

Measurements for Payment

Therateshallbeforaunitofper days

Re-carting of Hotmix material from place of Work / AMC store to Location olaying havind narrow width

like chawls, poles, gamtal roads using JCB foloading to transorting by tractor trolly including fuel, driver etc

complete adirected.

Measurements for Payment

Therateshallbeforaunitofper MT

Labour charges for hand laying hotmix material DBM/BC on the road surfacin line & level incl. cleaning the

surface with air compressor and if require recarting material by JCB at necessory place of workalso rolling with

8 10 tonnes vibratory roller and Dust spreading on BC after rolling, ratalso includes re-carting of Hotmix

material from place of Work / AMstore to Location of laying having narrow width like chawls, poles,

gamtaroads etc. complete..

Measurements for Payment

Therateshallbeforaunitofper MT

Box cutting the road surface to proper slope and camber for making a basefor 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 ackaxes and shoves, phawaras rakes or any such ordinary

excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.

Clearing the site :

The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials and

rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained shall be

property of the Government and be conveyed and stacked as directed. within 200 M. lead. The roots of the

trees coming in the sides shall be cut and coated with a hot asphalt.

The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be paid.

After clearing the site, the center lines will be given by the Engineer-in-charge. The contractor shall assume

full responsibility for alignment, elevation and dimension of each and all parts of the work. Contractor shall

supply laborers, materials, etc. required for setting out the reference marks and bench marks and shall

maintain them as long as required and directed.

The excavation in foundation shall be carried out in true line and level and shall have the width and depth as

shown in the drawings or as directed. The contractor shall do the necessary shoring and shutting or providing

necessary slopes to a safe angle, at his own-cost. The payment for such precautionary measures shall be paid

separately if not specified. The bottom of the excavated area shall be 1 evened both longitudinally and

transversely. as directed by removing and watering as required. No earth filling will be allowed for bringing it

to level, if mistake or any other reason excavation is made. deeper or wider that shown on the plan or directed.

The extra depth or width shall be made up with concrete of same proportion as specified for the foundation

concrete at the cost of the contractor. The excavation up to 1.5 m. depth shall be measured under this item.

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground

in layer including ramming and watering etc. The balance of the excavated quantity shall be removed by the

contractor from the site of work to a place as directed with lead upto 200 M. and all lift.

Mode of measurement and payment :

The measurement of excavation in trenches for foundation shall be made according to the sections of trenches

shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be made for

surplus excavation made in excess of above requirements or due to slopping and sloping back as found

necessary on account of conditions of soil , and requirements of safety.

The rate shall be for a unit of

one cubic meter.

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..

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

Disposal of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of anykind is subject to the following :

Unsuitable materials obtained from clearing site and excavation shall be disposed off within a lead of

meters or as per instruction given by Engineer in charge. Useful materials obtained from clearing site and

excavation shall be stacked and used within the work site. Internal conveyance above 200 mt within the work

site i.e. From starting chainage to End chainage of a given road WILL NOT BE PAYABLE. Materials

suitable for construction of Embankment, earthen shoulder and subgrade shall be stacked at convenient places

within a work site for reuse. No extra payment will be paid to the contractor for stacking of earth within the

work site and reused for the construction of Embankment layer, sub grade and earthen shoulder purpose. Only

surplus earth shall be disposed off outside the work site as per instruction given by Engineer-In-charge. Useful

stones from rock excavation shall be stacked nearly within a lead of 50 M. and will be allowed to be used by

the contractor on payment at rates laid down in the contract or if not so aid down, at schedule of rates of the

Division or at a mutually agreed rates if there are no such rates in the Schedule of rates.

If surplus materials are required to be conveyed outside the work site i.e. Outside conveyance from a

particular stretch of given road will be paid in this item as per instruction of Engineer in charge. No bulkage of

disposed earth will be considered for the payment.

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

Providing and applying primer coat with cationic bitumen emulsion SS1grade conforming to ASTM GRADE on

prepared surface of wet mix macadamincluding clearing of Wet mix macadam surface with air compressor

toremove all loose material other foreign material. The primer shall besprayed uniformly at the rate of 0.70-1.0

kg/sqm. It shall be applied by a selfpropelledor towed bitumen pressure sprayer, equipped for spraying

thematerial uniformly at a specified rate. No dilution or heating at site of SS1bitumen emulsion shall be

The rate shall be for a unit of one smt

Providing&applyingTackcoatwi-30 Grade bitumen using bitumenpressure distributor at the rate of 0.20-0.30

kg/sqm on the existingbituminous surface cleaned with Air Compressor etccomplete. For D.B.M.or B.C.

The rate shall be for a unit of one smt

Repairing damaged M.H. and rasing M.H. up to road level incl. removingdamaged brick work and repairing

by brick masonry in C.M. 1:5 and plasterin C.M. 1:3 and fixing C.I. steps and existing MH sheetcover,

removing thedebris from MH and carting the same as directed.

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

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

The rate shall be for a unit of Nos Basis

Extra rate over item of excavation of earth for excavation of asphaltpavement / RCC of thickness up to

meter including demolishing theasphalt carpet, metal,s oiling/cutting Reinforcement etc.comp. with

stackingthe material as directed.

0 20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machineincluding cost of operator,

fuel, & transportation etc complete.

The rate shall be for a unit of Smt Basis

Excavation of asphalt pavement of anythickness with all sub layer including demolishingthe asphalt carpet,

metal, soiling using any typeof road cutter and breaker machine (controlledcutting) including cost of

operator, fuel, &transportation etc complete with stacking thematerial as directed. (

The rate shall be for a unit of Smt Basis

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

to receive new tar road top layeri.e. seal coat and bitumineous concrete includingtools, plants, fuel, oil etc

and disposal ofunserviceable material/ debries with all lifts andleads As directed by engineer in charge..

The rate shall be for a unit of Smt Basis

Water Tanker 6 kl capacity

The rate shall be for a unit of Hours Basis

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1. Ft<t îtht «t&b LOI (juxh ytuV RLxebuNl) RMgw fhJtbtk ytJNu. LOI (juxh ytuV RLxebuNl)

bégt ctœ rœl-10 btk 5 % (vtka xft) juFu auf&e / rzbtLz z[tVTx / vu ytuzoh / luNljtEÍz cukf

duhkxe&e zevtuÍex Che fhthvºt fhJtltu hnuNu. <u ctœ Jfo ytuzoh RMgw fhJtbtkk ytJNu ylu

Jfoytuzohle <theF&e mbg bgtoœt NÁ &guj dKJtbt ytJNu <ub A<tk vK ftb NY fhJtbtk lrn

ytJu <tu rlgbtlwmth ftgoJtne fhJtbt ytJNu.

2. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

3. xuLzh Jujezexe 120 r>Jm hnuNu.

4. xuLzh MJefthÔþk, h> fhÔþk, ftulu ytvÔþk ylu fgt CtJ&e ytvÔþk, <u ykdu zu. BGþrl. frb.©e ltu rlKog

5. xuLzh Chuj ftuLx[t¾xh vife ftuEvK ftuLx[t¾xhlu vK yt CtJu ftb ytvJtbtk ytJu <tu ceò btLg

ftuLx[t¾xh Jtk^tu jE NfNu lrn.

6. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftb NY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s c^u NY

fhÔþk vzNu. yuf ftb ÃþÁ &tg vAe cesw ftb NY fheyu yuÔþk atjNu lrn.

7. atÕþ ftbu ftuE vK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEllu

LþfNtl &Nu <tu <ule mkÃËKo sJtc>the (òlbtjle) ftuLx[t¾xhle vtu<tle hnuNu. mtEx vh ftb

>hBgtl bswh fu sl<tlt ftuE btKmlt òl btj fu LþfNtl &tg <ule sJtc>the ftuLx[t¾xhle

hnuNu. vtujem Vhegt> &tg <tu <ule sJtc>the vK ftuLx[t¾xhle hnuNu. CuFz ^me l vzu <ule

sJtc>the vK vtujem Vhegt>btk ftuLx[t¾xhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk

(suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt, mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu

Ftztbtk W<thNu <tu ftuLx[t¾xh s vtujem Vhegt>btk sJtc>th hnuNu ylu BGþrl. ftuvtuohuNlltu ftuEvK

MxtV ytlt btxu sJtc>th hnuNu lrn.ytxÕþk mbSlu s xuLzh ChÔþk.

8. yt xuLzh su <u Jdolt btLg gt>elt ftuLx[t¾xhtu Che NfNu. dJbuoLxlt btLg ftuLx[t¾xhu y.BGþ.ftuvtuo.

btk btLg ftuLx[t¾xhle gt>ebtk hSMx[uNl ðþhk< fhtJÔþk vzNu.

9. yt Wvhtk< y.BGþ.ftuvtuo.lt slhj ftuLx[t¾x fLzeNl vK btLg htFJtle hnuNu. Vtubo ce-1le Nh<tu

ck^lf<to hnuNu. ftb htuz ylu rcÕz´d Ftðþk - øþsht< htßglt MvuNeVefuNl «btKu fhJtLþk hnuNu

<&t MxtVle Mþalt vK mtEx Wvh atÕþ ftbu ægtlbtk juJtle hnuNu. ce-1 Vtubo <&t MvuNeVefuNl

øþsht< çþf Mxtuh, mu¾xh-21, dtk^eldh Ft<u&e ftuLx[t¾xhu ò<u bu¤Je juJtltu hnuNu. <u Jtkaelu vAe

10. ftuLx[t¾xhlu vubuLx BGþrl. ftuvtuo. Ltt rl<erlgb Bþsc fhJtbtk ytJNu.

11. ftuEvK ftg>tfeg jexeduNl yb>tJt> Nnuhle ftuxobtk hnuNu.

12. bxehegj fu ceò xuMx´d hevtuxo ftuLx[t¾xhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu.

yt ykdultu mkÃËKo Fao <&t BGþrl. MxtVlu juctuhuxhe Mþ^e <&t buLGþVu¾ah´d søgt Mþ^e jtJJt jE

sJtltu Fao vK ftuLx[tfhu CtudJJtltu hnuNu.

13. juch yu¾x «btKu hSMx[uNl ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk

hnuNu. juch yu¾x «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[t¾xh mkÃËKovKu sJtc>th hnuNu.

14. btj su <u Mxtumo Wvh y&Jt mtEx Wvh Mþalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

15. muÕm xuût, ytu¾x[tug, mhatso, yLg xuût fu yLg ftuEvK fhJuht ChJtle sJtc>the ftuLx[t¾xhle

16. atEÕz juch yuBvjtug fhe NftNu lrn.

17. ftuLx[t¾xh îtht yuze.mexe.Rsluh©e / zu. mexe. Rsluh©ele mwalt bwsclt bxehegjltk muBvj hsw

18. ftuLx[t¾xhu atÕþ ftbu mtEx Wvh zeSxj fubuht&e ftb atÕþ &gt vnujtk, åttÕþ ftbu <&t ftb ÃËKo

&gtlt Vtuxtud{tV BGþrl. yturVmbtk ytvJtlt hnuNu.

19. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[t¾xh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle

btkdKe fhe NfNu lrn. yt Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

20. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult

jtJJtlt hnuNu. ßgtk ftuE atuFJx l &E ntug ðgtk ytE.yum. ftuz «btKu bxehegÕm jtJJtLþk <&t

xuMx´d fhtJJtLþk hnuNu.

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

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

no Period per one

1. Engineering Road Pot holes on the road 24 Hours

2. Engineering Road Patch work Relaying 72 Hours

of a portion of road

3. Engineering Road Deep pit-Large 48 Hours

Settlement of road

4. Engineering Road Removing of waste- 72 Hours

Dust Laying on both

side of the road after

5. Engineering Road Road Other 48 Hours

6. 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 yuze.mexe Rsluh (v.Ítul)