Annual rate contract for Footpath, Service Track work of Paver block for West Zone

item shall include the rate of providing form work, centering nails, labour for removing form work,

etc., and no separate charge shall be paid for it.The form work once used shall be properly cleaned

using wire brush and grease or oil shall be applied on it. The centering and form work shall have to

be got approved from the executive engineer and the centering shall be supported on double tier.

The form work shall be kept in position for 4 days for column, 4 days for slab and 22 days for beam

and lintel bottom. In case of exposed concrete form work as recommended by the architect or form

work from good quality plywood shall be used. Loft of any thickness shall be provided as shown in

the RCC design and drawing. Reinforcement steel shall be provided as shown in the design and

drawing and the same shall be got approved from the executive engineer. Care shall be

taken during concreting so that the concrete can be placed all around the reinforcement and

proper compaction shall be carried out using vibrator.

The concrete thus cast shall be watered at lWest 3 times a day to keep it wet all throughout the day

and shall be cured for 28 days otherwise the contractor shall be penalized. The surface

continuously exposed to the sun shall be provided with cement plaster and white wash or color

wash in 3 coats. Cube testing shall be done as per IS specifications and one copy of the testing

certificate shall be submitted to VMC, PMC, TPI each.

Applicable provisions of Conditions of Contract shall govern work under this section. All concrete work,

plain or reinforced shall be carried out strictly with this specification and any working drawing or

instructions given from time to time to the Contractor. The Contractor's rates shall allow for wastage

in all materials as well as for all tests of materials and for concrete.No concrete shall be cast in the

absence of the Executive Engineer's representative or any other person duly authorized by him. The

Contractor's Engineer shall personally check that both the formwork and reinforcement have been

correctly placed and fixed, and shall satisfy himself that all working preparatory to the casting is

completely ready, before calling the Executive Engineer's representative for final inspection and

approval for which purpose at lWest 24 hours notice shall be given by the Contractor.

The Indian Standards wherever referred to herein shall be the latest edition of such standards.

Cement shall confirm to IS : 269 Cement Tests shall have to be carried out at Contractor's

expense as and when directed.

The fine and coarse aggregates shall confirm IS : 383 and shall meet prior approval of the Executive

Engineer [SWD ].

The Tor steel reinforcement shall conform to relevant IS .

The reinforcement shall be bend to the shapes shown on the drawings prior to placing and all bars must

be bend bold. The steel shall be placed in such a way that, it is rigidly held in position while concrete

is being cast. The correct clearance from the form shall be maintained by either precast

mortar blocks or by metal supporting chairs to be supplied by the contractor free of cost. The

intersections of rods crossing each another shall bound together with soft pliable wire No. 16 S.W.G.

at frequent intervals so that reinforcement will not be displaced in the process of depositing concrete.

The loops of binding

wire should be tightened by pliers.

Concrete Proportioning:

The concrete proportion shall be as indicated on the approved drawings and shall confirm to IS :

456.The minimum cover to main reinforcement shall be 25mm or the diameter of the bar whichever

is greater, or as specified in the drawings. In case of surfaces exposed to corrosive action of sewage

as in sumps, the cover shall be increased up to 55mm as directed. Type of joints, spacing of joints,

use of all jointing materials and other features pertaining to the provision of movement joints in

liquid retaining structures shall be got approved prior to the commencement of construction. All

reinforced concrete work shall be thoroughly and efficiently vibrated during laying by use of vibrators.

For liquid retaining structures, whose external surfaces are exposed, the same shall be deemed to

be satisfactorily watertight if the external faces show no signs of leakage and remain apparently dry

over the period of observation of 7 days. After allowing a period of 7 days, for absorption after filling,

Covered tank where all faces are not accessible for inspection, shall be kept filled with water for

days and thereafter, the drop of water over the next 7 days shall not exceed totally a depth of

12.5mm. Approved corrective measures, if necessary, shall be undertaken by the Contractor

at his own expense.

All concreting work shall be carried out according to the IS:456, Indian Standard Code of Practice for

Plain and Reinforced Concrete for General Building construction. It should, however, be noted that

for over 20 cum of concrete placed or for every one day's work a minimum of 6[Six] cubes shall be

cast for test purposes and tested at the contractor's expense in an approved laboratory.

The form work shall conform to IS:456.

The Concrete shall be cured according to IS:456 or as directed.

Concrete Finish

The Concrete surface on removal of form work shall be such that no finishing is necessary, if however,

the surface is not satisfactory, the contractor shall, if so instructed, remove unwanted projecting parts

by chipping and smoothen the surface with cement rendering at his own expense.

Construction Joints

These shall be in accordance with IS:456 or as shown on the approved drawings. The centering for

forming, the construction joint shall be firmly fixed and adequately slotted for reinforcement

extending beyond the joint. If any concrete flows past this stop, it shall be backed off as soon as the

concrete has set. Care shall be taken not to disturb the reinforcing steel in casting the second half of

a member with a construction joint and thereby crack the concrete previously placed.

The joint shall be of the 'rebated' or 'keyed' type, inclined 'feather' or 'straight joint' shall not be

permitted. The joints/ Water Stops shall be got approved by the Engineer-in-charge before their

placement in to the structure. Water stop as per requirement shall be provided. Supply of 180mm

size Dum Belled type PVC water shall be separate item and shall be paid running meter length

Expansion Joints

Expansion joints shall be provided at positions shown in the approved drawing or as directed and shall

comply strictly with the details shown on construction drawings. Reinforcement shall not extend across

any expansion joint and the break between the two sections MUST be complete. Unless otherwise

specified, the gap shall be filled with an elastic joint consisting of the following ingredients ( by weight ),

pre heated to a temperature of 190ºC ( 375ºF ).

a) Very fine sand - 60%

b) Hot Bitumen Emulsion - 33%

c) Cement - 7.5%

d) Fine Chipped Hemp - 2%

Contractor's Supervision

The contractor shall provide constant and strict supervision of all the items of construction during progress

of work, including the proportioning and mixing of the concrete and bending and placing of

reinforcement. Before any important operation such as concrete or striping of form work has begun,

adequate notice shall be given.

wearing layer વાળા સરે રાશ ૬% વધ Water Absorption ન હોય . િાંબાઇ તથા પહોળાઇમાાં +- ૨.૦

(M-૨૫) ગ્રેડના લાવવાના રહેર્ે. Conforming to IS-15658:2006.

રહેર્ે.CONFORMING IS. જેની કોમ્પ્રેર્ીવ સ્ટ્રેન્થ નીચે જણાવ્યા મુજબની રહેર્ે. (AS PER DOC: CED)

6064/ November 2003 of Bureau of Indian Standards.

w. Compressive Strength requirements of concrete paver blocks.

x. (Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm2) Paver Block (N/mm2)

ધ ાહી દર ૨૫૦૦૦ નંગ પેવર બ્લોક ૧ ટેસ્ટ (૩ નંગ) પ્રમાણે કરવાની રહેર્ે. (AS PER DOC:

CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

8 ) Material Shoule be confirmed IS 15658 manufactured must have ISI

જણાવ્યા મુજબની રહેર્ે. (AS PER DOC: CED)6064/ November 2003 of Bureau of Indian Standards.

Compressive Strength requirements of concrete paver blocks.

(Clauses 6.2.5.2 and 9.1.4 of Ref.Doc.)

Sr.NO Grade of Paver Minimum Average 28 days Minimum Compressive

Block Compressive Strength Strength of Individiual

(N/mm ) Paver Block (N/mm2)

૭) ટેસ્ટીંગની કાયધવાહી દર ૨૫૦૦૦ નંગ પેવર બ્લોક ૧ ટેસ્ટ (૩ નંગ) પ્રમાણે કરવાની રહેર્ે. (AS PER

DOC: CEDS (6064) NOVEMBER-2003 Of Bureau of Indian Standards Clause 8.2 & 8.5)

૮ ) Material Shoule be confirmed IS 15658 manufactured must have ISI.

Demolition of brick work and stone masonry including stacking of serviceble materials and disposal

of unserviceble materials with all lead and lift (ii) In cement mortar.

Casting in situ cement concrete curbing M-20 grade

This work shall consists of constructing cement concrete curb on the road in conformity with

the lines,levels and dimensions as specified in the drawings.

Kerb shall be provided in cement concrete of Grade M-200. these shall be cast in situ

construction with suitable kerb casting machine in all situations except at locations where

contionous casting with equipment is not practicable. In those situations, precast concrete

blocks shall be used.

Construction operations:-

Kerb shall be laid on firm foundations of minimum 150mm thk of cement concrete of M200

grade cast in situ or on extended width of pavement.

The foundatiom shall have a projection of 50 mm beyond the kerb stone.before laying the

foundation of lean concrete the base shall be leveled and slihhtely watered to make it damp. In

the medium portions in the straight reaches the kerb shall be cast in continous lengths. In the

portions where foothpath is provided and or the slope of he carriageway is towards median (as

in case of super elevated portions) there shall be sufficient gap/recess left in the kerb to

facilites drainge openings.

After laying the kerb and just prior to hardening of the concrete, saw cut grooves shall be

provided at 5 m intervals or as specified by the Engineer. Kerb on the drainge ends such as

along the foothpath or the median in super elevated portions, shall be cast with monolithic

concrete as indicated in drawings. Th eslope of the chanel towards drainge pipe shall be

ensured for sufficient driange of the road surface. Vertical and hz to learn with respect to true

line and level shall be 1:6 mm.

Measurment for payment

Cement concrete kerb shall be measured in cubic meter for the complete item of work.

Foundation of central verge, where separately provided shall be measured in cubic meter for

completion of work.

The contract unit rates for cement concrete kerb and foundations for kerb shall be payment in

full compensation for furnishing all materials labour, tools,equipments for construction and

other incidental cost necessary to complete the work.

Aggregates used for concrete shall consist of naturally occurring stones (crushed or

uncrushed) and sand.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with

grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

18.11. White washing with lime on undedorated wall surfaces (two coats) to

give an even shade including throughly brooming surface to remove all dirt,

dust, mortar drops and other foreign matter.

1.1.The clcarcolle shall be made from glue and boiling water by Mixing I kg.

mixture shall be suitably tinted where required use under coloured distemper if

directed. Glue shall conform to I.S. 852-1969 (Specifications for animal glue).

1.2 Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in

colour conforming to I.S. 712-1973/ Water shall conform to M-l Best quality

of gum shall be used in the preparation of white wash. Ultramarine blue or

Indigo: This shall conform to I.S. 55-1970 for points, and shall be used for

preparation of white wash. Pigments : Mineral colours, not affected by lime

shall be used in preparing colour wash.

2.0. Workmanship :

2.1. Preparation of white wash solution :

Surface already white or colour. The fat lime shall be slaked at site and shall

be mixed and stirred with about five litres of water for 1 kg. of unslaked lime

to make a thin cream. This shall be allowed to stand for a period of 24 hours

and then shall be screened through a clean coarse cloth, 4 Kg. of gum

dissolved in hot water shall be added to each cubic metre of lime cream.

Small quantity of ultramarine blut (Upto 3 gms. per kg. of lime) shall also be

added to the last two coats of white wash solution and the whole solution shall

be stirred throughly before use.

2.1. Preparation of surface:

2.2.1.The surface shall be throughly cleaned of all dust, dirt, mortar croppings

and other foreign matter before .white wash is to be applied.

2.2.2.The surface spoiled by smoke soot shall be scraped with steel wire

brushes or steel scrapers or shall be rubbed with over-burnt surkhi or brick

bats. The surface shall be then broomed to remove all dust, dirt and shall be

washed with clean water.

2.1.3.Oil or grease spots shall be removed by suitable chemical and smooth

surface shall be rubbed with wire brushes.

2.2.4. All unsound portion of the surface plaster shall be removed to full depth

of plaster in rectangular patches and plastered again after raking the masonry

joints properly. Such portion shall be wetted and allowed to dry. They shall

then be given one cat of white wash.

2.2.5.All unnecessary nails shall be removed, the holes cracks patches etc.

shall be made good with materials similar in imposition to the surface to be

2.3. Scaffolding : Wherever scaffolding is necessary it shall be erected in

such a way that as far as possible on part of scaffolding shall rest against the

surface to be white or colour washed. A properly secured strong and well

tied suspended platform (Zoola) may be used for white washing. Where

ladders arc used, pieces of old gunny bag shall be teid at top andand bottom to

prevent scratches to the floors and walls. For white washing of ceilings proper

stage scaffolding shall be erected where necessary.

2.4. Application of white wash:

2.4.1 On the surface prepared the white wash shall be applied with ‘Moon’

brush. The first stoke of the brush shall be from top downwards another,

from bottom upwards over the first stroke and similary one stoke from the right

another from the left, over the first stroke brush before it dries. This will

from one coat. Each coat shall be allowed to dry before next coat applied.

Number of coats as specified in item shall be applied.

It shall present smooth and uniform finish free from brush marks and it

should not come off easily when rubbed with finger.

2.4.2. Splashing and dropping if any on the doors and windows, ventilators

etc. shall be removed and the surface cleaned.

2.4.3. Priming and Alkali resistant treatments, scraping of surface washing

etc. surface spoiled by smoke soot removed of oil and great spots treatment

for infection with effloresence moulds moss, funji, algae and letchen and

patch repairs to plaster wherever done shall not be paid extra.

3.0. Mode of measurements & payment :

3.1. All the work shall be measured in the decimal system as under :

(a) Dimensions shall be measured to the nearest 0.01 M.

(b) Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, sills

etc. for opening not exceeding 0.5 sq. mt. each in area for ends of joints,

posts, beams, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for

opening exceeding 0.3 sq. mt. and not exceeding 3.0 sq. mt. each in area

deductions and additions shall be made as under :

3.2. No deductions shall be made for ends of joints beams, posts etc. and

openings not exceeding 0.5. sq. mt. each. No addition

shall be made for reveals, jambs, soffits, sills etc. of these openings nor

for finish arounds ends of joints, beams, posts etc.

3.3. Deductions for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt.

each shall be made as follows and no addition shall be made for reveals,

jambs, soffits etc. of these openings:

(a) When both the faces or walls are provided with finish, deduction shall be

made for one face only.

(b) When each fasce of wall is provided with different finish deduction shall

be made for that side of frame for door, windows etc. on which width of

reveals is less than that of the other side, where width of reveals on

both faces of wall are equal,deduction of 50% of area of opening on

each face shall be made from total area of finish.

(c) When only one face of wall is treated and the other face is not treated,

full deduction shall be made if the width of revealon the treated side is

less than that on the untreated side, but if the width of the reveal is equal

or more than on the untreated

side neither deductions nor additions be made for reveals, jambs, soffits,

3.4. In case of area of opening exceeding 3 sq. mt. each, deduction shall be

made for openings but jambs, soffits, shall bemeasured.

3.5. No deduction shall be made for attachment such as casing, conducts,

pipe, electric wiring and the like.

3.6. Corrugated surfaces shall be measured flat as fixed and not girth. The

quantities so measured shall be increased by the following percentage and

the resultant shall be included with the general areas.

(a) Corrugated steel sheets 14%

(b) Corrugated A. C. Sheets20%

(c) semi corrugated A. C. Sheets 10%

(d) Nainital pattern roof (Plain

sheeting with rolls)10%

(e) Nainital pattern roof (with

corrugated sheets) 25%

3.7.Cornices and other wall features, when they are not picked out in a

different finish/colour shall be girthed and included

in the general area

3.8.The rate shall include the cost of all materials, labour, scaffolding,

protective measures etc. involved in all the operations described above.

3.9.The rate shall be for a unit of one sq. metre.

Applying priming coat over new steel and other metel surface after and including preparing the surface

by throughly cleaning, oil,grease, dirt and other foreign matter and scoured with brushes fine steel

wood, scrapers and sand paper with ready mixed priming paint brushing red lead..

19.7. Painting two coats (excluding priming coat) on new steel and other metal

surfaces with enamel paint, brushing, interior to give an even shade including

cleaning the surface of all dirt, dust and other foreign matter.

1.0. Materials : The enamel paint shall conform to M-44 B.

2.0 Workmanship :

2.1.1. The materials required for work of painting work shall be obtained

directly from approved manufacturers or approved dealer and brought to the

site in maker’s drums, kege etc. with seal unbroken.

2 1.2. All materials not in actual use, shall be kept properly protected, lids of

containers shall be kept closed and surface of paint in open or partially open

containers covered with a thin layer of turpentine to prevent formation of skin.

The materials which have become stale or flat due to improper and long

storage shall not be used. The paint shall be stirred thoroughly in its container

before pouring into small containers. While applying also the paint shall be

continuously stirred in smaller container. No left over paint shall be put back

into stock tins. When not in use, the containers shall be kept properly closed.

2.1.3.If for any seasons, thinning is necessary, the brand of thinner

recommended by the manufacturer shall be used.

2.1.4.The surface to be painted shall be thoroughly cleaned am.’ dusted. All

rust, dirt and grease shall be thoroughly removedbefore painting is started. No

painting on exterior or other exposed parts of the work shall be carried out in

wet, damp or otherwise unfavourable weather and all the surfaces shall be

thoroughly dry before painting work is started.

2.2. Application:

2.2.1.Brushing operations arc to be adjusted to the spreading capacity advised

by the manufacture of particular paint. Thepaint shall be applied evenly and

smoothly by means of crossing and laying off. The crossing and laying off

consists ofcovering the area over with paint, brushing the surface hard for the

first lime over and then brushing alternately in opposite directions two or three

times and then finally brushing lightly in direction at right angles to the same.

In this process, no brushmarks shall be left after the laying off is finished. The

full process of crossing and laying off will constitute one coat.

2.2.2.Each coat shall be allowed to dry completely and lightly rubbed with

very fine grade of sand paper and loose particlesbrushed off before next coat is

applied. Each coat shall vary slightly in shade and shall be got approved from

Engineer-in-charge before next coat is started.

2.2.3.Each coat except the last cost shall be lightly rubbed down with sand

paper of fine pumice stone and cleaned of dust before the next coat is applied.

No hair marks from the brush or clogging of paint puddles in the corners of

panels angles ofmouldings etc. shall be left on the work.

2.2.4.Special care shall be taken while painting over

bolts, nuts, rivets, overlaps etc. Approved best quality

brushes shall be used.

3.0.Mode of measurements & payment:

3.1.The relevant specifications of item No. 19.12 shall be followed for mode

of measurements and payment. The rate is excluding priming coat.

3.2.The rate shall be for a unit of one sq. metre.

PROVIDING AND FIXING OF PRE-CAST P.C.C. KERB STONE( M-25 ) SIZE 600MM X

150MM X 450MM FOR DIVIDER IN LINE AND LEVEL INCLUDING FILLING THE JOINTS

WITH (1:3) CEMENT MORTAR AND FINISHING IT WITH NEAT CEMENT SLURRY AS PER

INSTRUCTION OF ENGINEER-IN-CHARGE WITH NECESSARY CURING ETC. COMPLETE.

PROVIDING AND FIXING OF PRE-CAST P.C.C. KERB STONE( M-25 )SIZE 600MM X

150MM X 300MMFOR DIVIDER/FOOTPATH IN LINE AND LEVEL INCLUDING FILLING THE

JOINTS WITH (1:3) CEMENT MORTAR AND FINISHING IT WITH NEAT CEMENT SLURRY

AS PER INSTRUCTION OF ENGINEER-IN-CHARGE WITH NECESSARY CURING ETC.

રહશે. Minimum Wages Act, સેફટી એક્ટ ે વખતો વખત ાંહાનગર સેવાસદન. ે સર ાર ્રારા લાગુ

ઇજારદાર પાસેથી રી શ શે અને વ ઉપરાત ઇજારદારને ાળી યાદીાંા ાંુ ી શ શે. /TERMINATE રી

એસ. સ્પેસીફી ે શન તથા P.W.D. MANNUALs ાંુજબ રવાની રહે શે.

૧૬. ઇજારદારે ાાંના સ્થળે MOVING ટર ાફી તેાંજ રાહદારીઓની સલાાંતી ાંાટે જરૂરી તાંાાં સબવધત પગલા

(Ref. Clause of general condition of contract)

Annual Rate Contract Of Divider,footpath,service track & Paving work of Paverblock For

East Zone. (TO BE EXECUTED ON Rs.300Stamp)

Where as MIS.___________________________________have been awarded a Contract dated

________________________________ Annual Rate Contract for Foothpath ,service track &

Paving work of Paverblock work in East Zones _______________________________as

specified in the tender by the Vadodara municipal corporation andWhere as the said

__________Bank to provide a PERFORMANCE GUARANTEE bond to the VMC for the work

Where as we, the _____________________Bank have agreed to provide such PERFORMANCE

GUARANTEE bond.

Now THEREFORE we the _____________________________Bank provide the following

Performance Bank Guarantee by way of this bond to the VMC.

1. The contract value of the contract prbvided M/S.____________________by the VMC is

Rs.___________________ This guarantee in the nature of PERFORMANCE GUARANTEE is

provided so as be ensure and indemnify the VMC for the full and proper performance of the contract

by M/S._____________ the __________________bank hereby indemnify the VMC for all losses

and/or damages to the project which would be laid or repaired by M/S.___________________ and

such PERFORMANCE GUARANTEE would include any damage to r Foothpath service track and

Paver block which may be suffered by the VMC, as a result of poor workmanship & material, or at all.

By way of this bond.

We the ________________________bank agree and promises that in the eventuality of the

contractors M/S. _____________________not repairing or reminding the problem, loss or damage to

paver blok in the said complex are the part & pacel of the tender. we shall indentify and pay the VMC

such expenses, losses and damages that may be incurred by the VMC , as a result of the VMC getting

the work done itself or from other source.

2. WE ____________________Bank agree and undrestand that the decision as to whether any

losses or damages to the footpath /service track at the said site also are the part & pacel of the

tender have taken place or not and or whether the work suffers from poor workmanship or not will be

taken by the commissioner of VMC and on the Commissioner's decision regarding such losses or

damage or defect whatsoever being so notified by the VMC to us. We shall immediately take steps

and ensure that M/S __________________________ faithfully and diligently carry out the necessary

remedial steps to the full satisfaction of the commissioner of VMC . The opinion of the Commissioner

as to whether full and complete remedial steps, to the full satisfaction of the Commissioner of VMC

has been taken or not will be that the Commissioner of VMC For the purpose of arriving at such

decision as aforesaid, it will be open to the Commissioner of VMC to - take assistance of such

technical people as may be available and it will be also open to the Commissioner of VMC in case he

so desires, to delegate this power to a subordinate, like the Additional City Engineer, to take

appropriate decisions and the decisions referred to above will be deemed to be properly taken and as

if taken by the Commissioner of VMC. In the eventuality of M/S. ______________ not taking remedial

action to the atmost satisfaction of the Commissioner of VMC the VMC, will be entitled to get the work

done itself or from other sources. On the Commissioner of VMC notifying to us the total expenses

incurred for the purpose we hereby expressly undertake the pay to VMC the- said amount forthewith

and in any case not later tha 7 days from such itimation. We shall accept as final and binding the

amount indicated by the Commissioner of VMC and our obligation to pay such amount will be a

continuing obligation irrespective of any dispute or difference that may arise between us and M/S.

3. The contract value is Rs. ___________________This PERFORMANCE GUARANTEE is

limited to 5% of the said contract value and accordingly it comes to Rs. ______________ our

liability will in all cases be limited to Rs. _________________.

4. We agree and undertake that this PERFORMANCE GUARANTEE will be valid for a period of

years from the date issuance of completion certificate to M/S. _____________________or The

commissioner of VMC will notify such completion date to us. In case no such completion date is

notified, this PERFORMANCE GUARANTEE will be valid for 1 years from the date of execution of

this document. This PERFORMANCE GUARANTEE will come into effect from such completion date.

In case however, the contract consist of several parts it will be open to the Commissioner to indicate

separate completion dates for separate parts, and to simultaneously indicate a break up of the

contract value equivalent to the separate parts in, which case the PERFORMANCE GUARANTEE to

the extent of the different contract values will come into operation on such different completions date.

It is expressly understood on that in considering this period of 1 years, the date by which the

Corporation intimates the Bank about the losses, damages or problem as the case may be, shall be

considered and as long as such intimation is within a period of 1years from the completion date, we

the _______________Bank will be liable irrespective of whether the remedial actions or lack there of

has taken place after the period of 1 years.

5. We ______________Bank agree that the PERFORMANCE GUARANTEE

Which is a continuing guarantee, will be binding and enforeceable against us irrespective of any

difference or dispute between VMC and M/S. _________________ or between us and

____________and irrespective of any change or variation or extension of

time or any for bearance or waiver made or granted by VMC to M/S.

6. In case any disputes arises as to the interpretation or implementation of this PERFORMANCE

GUARANTEE THE MATTER shall be referred to the sole arbitration of the commissioner of VMC,

whose decision in the matter will be final. In case any recourse to any court .of law is necessitated.

the appropriate Civil Court at Vadodara alone will have jurisdiction Vadodara.