Renovation work of Pass Window At Gate No - 1 & 4 , New Sachivalaya, Sardar Bhavan, Gandhinagar

(1) Estimated Cost . Rs 53,94,466.41/-

(2) Earnest money . Rs. 53,945/-

(3) Security Deposit . 5% Estimated tender value +

. as per attached S.B.D form in CL

. no. 34 P 22 & 23 and CL No25 P-

(4) Performance Bond of Schedule Bank .

(5) Time Limit. . 3 (Three) Months

(6) Tender Fee . Rs.

(7) Blank Tenders will be issued on before________________________________________

___________________________________________during working days up to . pm.

(8) Completed tenders will be received up to office hours on__________________________

(9) Validity period of (90/120"') days from the stipulated date of receiving of the tender but

tender offered no modifications shall be allowed after handling over tender to postal

* Strike .out whichever is not applicable

(10) Tenders will be opened, if possible, at 12.00 Noon on next working day.

Tender documents consist of plans, specifications, Schedule (S) of quantities of the various

classes of works to be done, the conditions of contract etc. New Conditions / para:

The contractor shall not be permitted to tender for the work in which his near relative is

Working in that Division as an Executive- Engineer; Deputy Executive Engineer, Assistant

Engineer Additional Assistant Engineer, Overseer, Divisional Accountant, Store Keeper,

Manager Atithi/Vishram Gruha on the day on which the tender is submitted. On that

particulars de Superintending Engineer controlling that Division should not also be his near

(1) By the term "Near Relative" it is meant wife, husband, parents, grandparents, children,

brothers, sisters, uncles, aunts and cousins.

(2) (Accompaniment to Government R. & B. Department, Resolution No. TNC/1084/IB-204.

dated 24th January, 1985)

The Executive Engineer

R. & B. Division

Details regarding my / our / partners, Directors of our Company (in the case of

Company) Names, address(es), Telephone number(s) Income Tax office etc. are as under:

Sr. Names(s) of Full address of the Telephone Residential Telephone Full address of income tax

No. Person/Partner/ Place of business No.(s) address(es) No.(s) Office ward where income

company With pin code Office Residence Tax returns are filed

(2) I/We hereby agree to intimate to you about changes if any in the above-mentioned address(es)

and Telephone No. (s) within fifteen days of its occurrence till my/our deposit, for the said

work paid by me/us is not refunded to me/us.

Signature of Contractor

For and on behalf of Governor

of the State of Gujarat

Name of Work: 2059 SR

Renovation work of Pass Window At Gate No - 1 & 4, New Sachivalaya, Sardar Bhavan,

(1) I have visited the site and fully acquainted myself with the local situation regarding

materials, labour and other factors pertaining the work before submitting this tender.

(2) I have carefully studied the conditions of the Contract, specifications and

other documents of this work and I agree to execute the same accordingly.

(3) I solemnly pledge that I shall be sincere in my duties as discharging reasonable

contractors and complete the work within the prescribed time limit. I shall submit

detailed construction programme with target dates for various items and stages of work

keeping in view the time limit and shall accordingly arrange for labourers, materials

and equipments etc. punctually. In case there are deviation from the construction

programme, I shall abide by the decision of the Executive Engineer for revision of the

programme and shall arrange for labour, materials, equipments etc. accordingly.

Signature of the Contractor

Deputy Executive Engineer

Capital Project Sub Dn.4

GENERAL CONDITIONS

3.1 All petty items occurring in the work and as found necessary in actual execution shall be

carried out as per general specification in P.W.D. Hand-Book Volume NO.1 & II (Latest)

3.2 The contractor shall construct temporary shed for storing cement properly and also temporary

building with a covered area 20' X 12' with necessary camp furniture’s for the use of the

Government Officers as directed by the Executive Engineer for which no payment will be

3.3 The contractor shall provide all Labour and pegs, strings and other materials as required for

lining and marking all the work and measurements without any payment from Government.

3.4 The contractor shall give to the municipality" police and other authority notices etc. that may

be required as per rules. He w!11 also construct enclosures and fences for the protection and

convenience of the working people, and the public during the progress of the work and

permanent residence and adjoining ground property etc. and clear the 9ite on completion of

3.5 Whenever shorings may be deemed necessary by the Executive Engineer, the contractor shall

perform the same in the best possible manner with the best possible materials and to the

satisfaction of the Executive Engineer. The contractor shall provide such kind of shoring as

Executive Engineer may consider necessary.

3.6 If the trenches near houses or other buildings are required involving shoring and strs single

the contractor shall carry out toe same at his own cost. Such precautions to safe guard

existing structures with utmost care as necessary shall be taken. After the work is completed

near such building the contractor may remove shores and make good cutting or holes or any

other damage. done to the private properties.

3.7 All water pipes, gas pipes existing drains or any other works which may be met within or

about the excavation shall if Executive Engineer deem it practicable, be properly maintained

by the contractor' be means of shoring, strutting and planking over otherwise as the Executive

Engineer may direct. They shall be protected by the contractors from damage during .the

progress of work or if damaged shall be made good by him at his own cost. If however,

Executive Engineer consider that the contractor should maintain any such pipe drains or works

and that the existing work is necessary by breaking down or removal of such obstructions as

the Executive Engineer may direct the same shall be done by contractor.

3.8 Non-withstanding that all proper precautions may have been taken by the contractor at all

times during the progress of the work the contractor shall be held responsible for all damages

whether to the work under execution or to any other property or to live persons during the

progress of work and the period of maintenance.

3.9 The site of the work after the completion of the work shall be given in charge to the

Department in a neat and clean condition after removing all the rubbish and filling all pits and

hollows and levelling the ground in good conditions.

3.10 Explosives and Inflammable materials:

If explosives or inflammable materials are to be used for the execution of works, the

contractor shall at his own expense, obtain such licences as may be required for storing and

using explosive and/or inflammable materials and locate, construct and maintain magazines if

such are required for storage in accordance with the requirements of the appropriate

Government Rules in force.

Such magazines shall be clearly marked "Dangerous explosives" in the care of competent

watchman all the time. The contractor shall exercise utmost care while using explosive and/or

inflammable materials so as not to endanger life or property and shall be solely responsible for

any and all damages resulting from their storage and use and shall indemnify absolutely. Govt.

and its officers and employees against any claim, liability arising out of any accident or

violation to any Jaw, rules, orders etc.

3.11 Damage by Flood, Rains or Accidents:

The contractor shall take all precautions againt damage by flood or rains, or from accidents.

No compensation be allowed to the contractor for his plant or materials lost in/or damaged by

flood or rains or from other causes. The contractor shall be liable to make good any plant or

materials 9f every description belonging to Government which is in charge of the contractor

or earth work or C. D. works lost or damaged by floods or rains or from any other cuase.

3.12 Compliance of laws:

The contractor shall keep himself fully informed of all acts and laws of the Central & State

Governments, all local by laws, ordinances rules and regulations and all orders and direction

of bodies or tribunals having any jurisdiction or authority, which in any manner affect the

conduct of the workers. He sh!111 at all times observe and comply with all such laws,

ordinances, rules and regulations, orders and direction and shall give all notices and pay fee or

charges to which he may be liable. He shall protect and indemnify the Government and its

officers and employees against any claim or liability arising from or based on the violation of

any such law, ordinance regulations, orders or direction whether by himself or by his

3.13 Treasure Trove:

In the event of discovery by the contractor or his employees during the progress of work of

any gold, silver, oil or other minerals of any description and precious stones, treasures, coils,

antiquites, relic, fossils or other articles or value of interest whether geological, archaeological

or any other such treasure & other things shall be deemed to be the absolute property of the

3.14 Convenience of Traffic:

The contractor shall notify in writing to the Engineer-in-charge of the starting ()f any

construction or other operations that may in any way cause inconvenience or endanger traffic,

at the earliest possible time and sufficiently in advance to enable the Engineer-in-charge to

take action as per rules. Under no circumstances, the. contractor shall close any road to traffic

without the written permission of the Engineer-in-charge. Whenever necessary, temporary

detours or diversions shall be. made and maintained for traffic. Such diversions shall have a

width of not less than 20'-0" through out and shall be provided with necessary road signs

clearly visible from a distance by day or night. These shall be preliminary warning by red

flags by day and red lamps by night at a distance of 500 ft. from the diversion. All diversions

shall be clearly marked by white washed stones or other such means,

All operations necessary for the execution of works and for the construction of any temporary

works shall so far as concerned Wit the requirements of the contract permits be carried out so

as not interfere and unnecessarily or improperly cause public inconvenience and with the

occupation of public or private road and foot-paths and the least possible obstruction shall be

caused to the traffic.

3.15 Change in Price: Wages etc. subsequent to Acceptance of Tender :

The contractor shall not be entitled to claim any compensation on the grounds that

subsequent to the acceptence of the tender there was

(a) Increase in the price of materials or goods whether controlled by Government or not.

(b) An increase in the wages, allowances or amenities to labour, whether on account of

any legislation or law passed by Government or for any other reasons.

(c) An increase in the tariff fright charges and fare or any other charges or railway, road,

(d) Increase in the rates or quarry fees, Sales Tax, octroi, royalties or any other taxes, fees

(e) An increase of any similar nature.

Exception will be to the extent of Price Adjustment clause.

3.16 Residential accommodation and sanitary and medical arrangements to be provided to the

labour employed by the contractor. '

(i) (a) Before opening of labour camp, the contractor shall obtain and follow the advise of

concerned Assistant Director of Public Health regarding the camp, site

accommodation, water and food supply, sanitary arrangements etc. .

(b) The contractor shall build sufficient number of the huts for the labourers on a suitable

plot of land according to the following specification:

(i) A good site shall be selected. High ground removed from jungle, but well

provided with trees shall be chosen wherever, it is available. The

neighbourhood of rank jungle, grass or weeds should be particularly be

avoided. Camps should not be established close to large cuttings of earth-work.

When a good natural site cannot be procured attention should be given to

(ii) The lines of huts shall have open space of atleast 10 meters between rows.

(iii) Huts of bamboos and grass may be constructed.

(iv) There should be no overcrowding. Floor space on a scale of 2.8 Sq.m. per head

should be provided.

(v) The contractor must find out his own land. If no Government waist land is

available he should apply for it and pay assessment for it.

(C) The contractor shall as far as possible,- provide an adequate supply of potable drinking water

for the use of labourers. This provision shall be at the rate of not less than 10 gallons per head.

No provision need-be made where there is a suitable nalla, river or well within 0.4 km of the

(d) The contractor shall construct trench or semipermanent latrines for the labourers on a scale of

not less than five for every 100 persons or part there of. Separate latrines shall be provided for

men and women. The labourers may at their option be allowed to use either the trench system

or the latrines system. .

(e) The contractor shall construct.

(i) Screened bathing placing on a scale of not less than one for every 20 persons or part

thereof Separate bathing place shall be provided for men and women.

(ii) Washing place for washing clothes on a scale of not less than one for every 30 persons

of part thereof.

(iii) An efficient drainage arrangement for removing sewage water from bathing and -

washing places and for its disposal without causing nuisance.

(f) The contractor shall provide the necessary staff for effecting conservancy, sanitations and

cleanliness to the satisfaction of the Engineer-in-charge. Sweepers shall be employed on scale

of not less than one sweeper for every 209 persons or part thereof.

(g) If there is no Government or satisfactory private dispensary within 1.6 K.M. of a labour camp

containing 500 persons or more, the contractor shall engage a registered medical. practitioner

with a travelling dispensary, within 8 Kilometers of labour camp.

(h) The contractor shall arrange for all anti malarial measures for the labourer employed on the

work as directed by the Assistant Director of Public Health.

(i) The contractor shall take suitable measures for fire prevention and control to the satisfaction

of Engineer-in-charge.

3.17 PREVENTION OF NUISANCE AND POLLUTION:

The contractor shall take all necessary prevention of any nuisance or inconvenience to nearby

owners, tenants or occupies of adjacent properties and to the public generally and to prevent

any damage to such properies by any pollution of stream and water ways. He shall make good

at his own expenses and to the satisfaction of the Executive Engineer and damage to roads,

paths, cross drainage works of public or private properties whatsoever caused by the execution

of the work or by traffic brought thereon by the contractor. All waste or superfluous materials

shall be cleaned away by the contractor.

3.18 TRESS-PASS:

The contractor shall at all times be responsible for any damages or tresspass committed by his

agents and working people in carrying out the work unless such damages or tress-pass is

authorised by the Engineer-in-charge. .

3.19 INDEMNIFY:

The contractor shall indemnify ana save the Government officers and employees against all

action suits, 'claims, damands of any character in. respect of any matter or things done or

omitted to be done by the contractor in the execution of or inconnection with the works of this

contract and against any loss or damage to Government in consequence for any action or suit

being brought against the contractor for any thing or omitted to be done in the execution of the

The Government shall not be liable to the contractor for damages or delay resulting from work

by third. parties or by injunctions of other restraining orders obtained by third parties.

3.20 NO WAVING OF LEGAL RIGHTS AND POWERS:

The P.W.D. shall not be precluded or stopped by any measurements, estimats or certificates

made either before or after the completion and acceptance or the work and payment thereof

from showing the true amount and character of the work performed and materials furnished by

the contractor and from showing that any such measurement, estimates or certificates . .If

were not in a true or Incorrect P. W.O. shall not be precluded or stopped from recovering from

the contractor such damages as it may sustain by reasons of his failure to comply with terms

of the contract.

Neither the acceptance by the P.W.D. or any representative of the P.W.D. nor any consent for

acceptance of the \",hole or any part of the work nor any extension of time nor any possession

taken by the P.W.D. shall operate as a waiver any portion of the contract or any power her"ein

reserved or of any right to damages.

A waives of any breach of the contract shall not be held waiver of any other or subsequent

3.12 POLICE PROTCTION :

If police is called for by the contractor for special proterction of his camp or work the Public

Works Department will arrange for such protection so far as possible with authorities

concerned and full cost of such protection shall be debited to the contractor and recovered

from his bills.

3.22 Excess use of Materials supplied by the P. W.D.

If in case, the contractor uses materials supplied by the P.W.D. in excess of what is required as

per the critical calculation of the Executive Engineer in charge of the work or refuse to return

in good conditions such materials issued in exces of the requirements so worked for any

reasons whatsoever the contractor shall be required to pay the cost of such extra materials at

the penal rates which shall be at double the issue rates as charged to the contractor as per

schedule "A" of the contract agreement.

3.23 The contractor shall comply with the following regulations as regards the hoisting appliances

to be used by him.

(a) Hoisting machine and tackle including their attachment anchorages, supports shall

(i) Be of good mechanical construction sound materials and of adequate strength and free

patient defect and.

(ii) Be kept in good repair and in good working order.

(b) Every rope used in hoisting or lowering materials or as a means of suspension shall be of

suitable quality and adequate strength and free from patent defect.

(c) Hoisting machines and tackles shall be examined adequately tested after erection of the site

and before the use and be re-examined in position at intervals to be prescribed by

(d) Every chain, ring, hook chackle, shovel and pulley used in hoisting or lowering material as

mean of suspension shall be periodically examined.

(e) Every crane driver or hoisting appliacance operator shall be properly qualified.

(f) No person who is below the age of 14 years shall be in control of any hoisting machine

including any scaffolds which may give .signals to the operator.

(g) Hook shakle, shival and 'Pulley block used in hoisting or lowering or as mean of suspension

the safe working load shall be ascertained by adequate means.

(h) Every hoisting machine and all gears referred to in the proceeding regulations shall be plainly

marked with the safe working load. .

(i) In the case of hoisting machine having a verbal safe working load each safe working load and

the condition under which it is applicable shall b6i clearly indicated.

(j) No part of hoisting machine or gear referred to in regulation in regulation "g" above, shal.1 be

loaded beyond the safe working load except for the purpose of testing.

(k) Motors, gearing, Transmission, electric wiring and other dangerous parts of hoisting

appliances shall be covered with efficient safe guards.

(I) Hoisting appliances shall be provided with such means as will reduce to minimum the risk of

the accidental decent of the load.

(m) Adequate precautions shall be taken to reduce to minimum the risk of any part of a suspended

load becoming accidentally displaced. .

3.24 The contractor as far as possible contain his requirements of labour skilled or unskilled

through the nearest Employment Exchange.

3.25 All the rates quoted by the contractor are inclusive of Sales-Tax and the contractor will pay the

4.1 The contractor shall have to construct their store for controlled any valuable materials issued

to him under Schedule "A" of the agreement of work site having double locking arrangements.

The materials shall be taken out for the use in the presence of the departmental person. No

materials shall be allowed to be removed from the site of work.

4.2 The contractor shall also give a list of machinery in his possession which he proposes to use

4.3 The rate for the item in schedule "8" shall be given in words and figures. Amount of each item

shall be also entered in the proper column and grand total of the amount shall be given by the

shall be also entered in the proper column and grand total of the amount shall be given by the

tenderer. The amount shown against each item in tender shall tally with the rate and quantity

on the basis of unit as given and that in case of any error, tenderer shall be bound by the offer

on the basis of rate only.

4.4 If the tender is taken in favour of company power of attorney in favour of person, who may

have been authorised by the company shall accompany the tender.

4.5 Copies of certificates as regards the previous experiences, if any, shall be enclosed with the

4.6 Declaration showing that all work in hand with the contractor and value of work that remains to

be executed in each case shall be enclosed with the tender."

4.7 While receiving the tenders availability of sufficient machinery in possession with the

contractor will be point for consideration.

SPECIFICATION FOR COLLECTION OF MATERIALS REQUIRED FOR ROAD WORK

5.0 The materials required for road work are mainly as under.

(a) Road materials

(d) Coarse Aggregate

(e) Fine Aggregate

5.1 The contractor shall make his own arrangements to obtain the materials from an existing or a

new quarry in Government waste land, private land, or land belonging to other state or taluka

dars etc. after opening out the quarry and before starting collection the quarry shall be got

approved by the Engineer -in-charge. The contractor or piece worker shall pay all royalty

charges. compensation etc. as per rules in force from time to time. No claim or responsibility

on account of any obstructions caused to the prosecution of the work by difficulties arising out

of the private owners of land will be entertained.

5.2 The rate in the tender includes all incidental charges such as opening out a new quarry,

opening out a new portion in an existing quarry,. removing the soil and other unsuitable

materials, dewatering quarry, cost of blasting powder and fuse. Road repairs to existing cart

tract making new cart tracks, octroi charges, central Government, state or municipality

Taxes, local boards dues etc.

5.3 The rate in the tenderare for the delivery of approved materials on road side properly stacked

at the places specified by the Engineer- in-charge and are inclusive of conveyance charges

irrespective of the lead. No claim on account of charges in any land will be entertained.

5.4 Materials delivered to the works shall be equal to the approved samples and delivered

sufficiently in advance of constructional requirements to enable further samples to be

selected and tested by the Engineer-in-charge before using materials in the work.

5.5 LAYOUT OF MATERIALS STACKS:

The contractor shall deposit materials for the purpose of the works on such parts only of the

site as may be approved by the Engineer-in-charge.

The contractors shall submit before starting a work, details of sites survey clearly indicating

position and areas where the materials for the work shall be stacked and sheds, submits to

the Engineer-in-charge for approval. The contractor shall deposit materials only on the

approved parts of the site.

5.6 Cement: The cement will be supplied by the Public Works Department at the place and rates

if so provided .in schedule "A". However if contractor use his own cement, it shall confirm

with the Indian standards 269-1952 ordinary rapid hardening and low heat port land cement.

5.7 Adequate care shall be taken to prevent deterioration of cement in storage. The cement shall

not be kept in the open. It shall ~e stored in weather proof shed with water tight walls and

roofing. The windows and doors shall be minimum in number and sides shall be kept tightly

closed except when materials are being actually put in or taken out. The floor shall be well

above the ground level preferably the plinth should be above 3'-0" hight to permit direct

unloading and loading of cement bags from trucks. The site shall be well drained away from

the building. If the building is newly constructed sufficient time shall be allowed after

construction for the interior to dry thoroughly.

5.8 Space of not less than 3 feet alround shall be kept between ,the walls and the piles of bags.

Similarly the bags shall not rest directly on the floor but shall be stacked as closed to each

other as practical to reduce the circulation subject to a limit of about 15 bags from topping.

They shall be arranged header and strecher fashion when the height exceeds seven bags.

5.9 Each consignment of cement as it arrives should be stacked separately and a suitable board

placed and kept near the stack for other arrangements made to show the date of receipt. At

the time of removal the oldest cement shall be removed first for use.

5.10 Aggregate:

Central: Aggregates shall be obtained when possible from a source which normally produce

aggregate satisfactorily for concrete, if so, directed by the Engineer-in- charge. The aggregate

whether coarse or fine shall be got tested at the Engineering Research Institute, Vadodara or

Departmentally approved laboratory for their suitability for use in concrete. . .

5.11 Storage : It is essential to prevent the aggregate from getting unclear by dust or mixing with

soil, vegetable matter or unnecessary rehandling. Therefore the aggregates shall be:- .

(i) Stacked, piled adjacent to mixer site and so disposed around as to require minimum

rehandling and labour when being moved to mixer. .

(ii) The aggregate shall be placed on a dry hard patch of ground as available, otherwise a

platform of G.!. sheet or alternatively on floor of dry bricks of a thin layer of lean

concrete facilitating shovelling and prevent earth and dirt from being shovelled up

with aggregates.

Space of not less than 3 feet alround shall be kept between the walls and the pipes.

(iii) The stacks piles shall be as large in area as possible but low and fairly uniform in

height preferably 4 to

(iv) Piles of different sizes of aggregate shall be kept carefully separate from each other to

prevent premature mixing.

5.12 Coarse aggregate:

5.12.1 Coarse aggregate shall normally consist of crushed stone materials, gravel or a combination

of any of those three and shall be chemically inert, hard, strong, durable or limited porosity

free from adhered coating and clean and without grass or powder surface. In the case of

crushed rock substantially all faces shall have resulted from crushing operation. Gravel shall

not be used for the wearing coat.

5.12.2 The amount of deleterious substances shall not exceed the standard of maximum percentage

by weight when tested according to the relevant Indian Standard method of test.

5.12.3 Size and Grading: .

The maximum size of coarse aggregate to be used for a particular item of work shall be as

stated in the detailed specification of the item concerned. The grading may be such as to

produce dense concrete of the specified properties and consistency that will work readily into

position without segragation witt'1out adding excessive water.

5.12.4 The coarse aggregate shall be delivered to the site in specified size unless otherwise authorised

by the Engineer-in-charge.

5.13 Fine Aggregate:

The fine aggregate shall be of natural sand or sand produced from crushing suitable, hard or

natural gravel. It shall contain only hard, strong, dense, durable ,uncoated particles.

5.13.2 The amount of deleterious substances shall not exceed the standard as mentioned on page

No.5 of revised manual regarding standard specifications for bridges. Maximum percentages,

by weight when tested according to the relevant Indian standard Methods of test to fulfill or

conform to the requirements as specified in details above.

5.13.3 Grading: No more than 5% shall exceed 3/16 inch in size and not more than 3% shall pass I.S.

sieve No. 15 of B.S.A. S.T.M. Sieve NO.1 00. .

5.14.1 All items in Schedule "B" are for comP.lete jobs and shall include all labour, materials,

construction plant and temporary works unless stated to contrary.

5.14.2 All item in schedule "B" shall include all lifts and leads unless stated to the contrary.

5.14.3 Before starting the work the site shall be cleared as necessary as per items 2 on page 2 of

P.W.D., H.B. after completion of the work but before its acceptence, the site shall be cleared

of all scaffolding surplus materials, rubbish etc as per clause 7 of the printed tender form. No

extra payment shall be made for site clearance required at any stage.

5.14.4 Whenever any mention is made of I.R.C. Code it shall refer to the Indian Road Congress

Standard Specification & Code of Practice for Road Bridges:

Section I General features

Section II Roads & stresses

Draft Sect. III Reinforced concrete Spt.

5.15 Any reference to the Public Works Department Hand Book in the specifications shall be to the

5.16 Materials - General: .

5.16.1 The materials used in the work shall be of the best qualities and kinds specified and no

materials shall be used in the work until approved.

5.16.2 Samples of coarse and fine aggregate and of such other materials as may be specified or

directed shall be deposited free of cost with the Engineer-in-charge as .soon as possible after

issue of orders to start the work and get approved sufficiently in time before the delivery of

the materials represented there by.

5.16.3 If during the course of work the source and type of any materials is changed further samples

shall be deposited. If any' materials is unauthorisedly obtained the contractor will. have to

make good the damage and pay such compensation in addition as may be directed by the

Executive Engineer.' .

5.16.4 Any materials that falls on any P.W.D. Road from the carts etc. during cQnveyal1ce shall be

immediately picked up and removed by the' contractor failing which it will be got removed

departmentally at his own cost. The contractor shall be liable for any claim of road use on

account of such negligence etc.

5.16.5 The materials causing obstruction or danger etc. will be got removed by the Department at his

own cost and no claim for any loss or damage shall be entertained. The contractor shall be

responsible for any damage to track in charge of the P.W.D. and shall attend to any complaints

which may be raised.

5.16.6 The materials shall not be stacked in a place where it is liable to be damaged or lost due to

traffic passing over it, to be washed away by rain or floods, to be burried under and lands side

etc. or to slip down at embankment or bank side etc. No claim for any loss due to these or any

similar cause will be entertained. .

5.16.7 Before stacking the materials shall be free from all earth, rubbish vegetable matter and other

extraneous substances and in the case of metal screened to gauge if so directed. When ready it

shall be, stacked entirely near of the roadway on ground which has been cleared of vegetation

and levelled on the banks of roads etc. When it may be practicable to stack it entirely clear of

the roadway. It may be stacked with the permission of the Engineer-in-charge on borrow area

in such away as to cause minimum danger and obstruction to the traffic. '

5.16.8 The materials other than rubble shall be measured by box measurements as per detailed

specification and shall be stacked in a double hectometer and shall be of the same uniform

size. The stacks (at the end) of each double hectometer may be of different size from the rest

in order to adjust the total quantity to be required. No materials in excess of the requirement

shall be collected. If so done, it shall be removed at the expence of the contractor.

5.16.9 In stacking materials the deposition shall commence at the end of the kilometer towards the

other end unless otherwise directed by the Executive Engineer. Measurements of the materials

stacked in a double hectometer will not be recorded until the full quantity has been stacked for

2 km. length. Collecting and spreading shall not be carried out at the same time in one and

same kilometer in two adjoining kilometers except with the written permission of the

Executive Engineer.' '

5.16.10 Unless otherwise directed, the materials shall be collected in the following orders, if approved

in the tender (1) Rubble (2) Metal (3) Soft murrum (4) Hard Murrum. '

5.16.11 Metal collected for petty repairs shall be stacked on the side opposite to where material for

resurfacing is stacked. Where metal for two layers collected it shall be stacked as in the case

of new road metal for each layer shall be stacked on the opposite of side of the road. All road

materials, shall be examined and measured before it is spread. The labour for measurement

(and check measurements whatever necessary to be carried out) shall be supplied by the

contractor immediately after the measurements are recorded. The stacks shall be marked by

the contractor by white wash or otherwise as may be directed by the Executive Engineer to

prevent any possibility of the same materials measured and any possibility of the same

materials being measured and recorded over again and to prevent unauthorised tempering with

the stacks. If the contractor fails to attend the measurements of materials after receiving due

notice from the Sub-Divisional Officer or his subordinate stating the date and time of the

measurements the same shall be recorded expartee and will be binding to the contractor.

5.16.12 The work shall be measured nevertheless if the labour or materials required at the time of

measurements or check measurements after the notice have been given to him are not supplied

by the contractor, the expense incurred on account of employing any departmental labour or

materials etc. shall be charged against his account.

5.16.13 No deduction shall be made for voids for rolling and metalling.

5.16.14 The contractor will be allowed to use approved rubble and metal available from the cutting

materials on payment of charges that may be fixed by the department provided the same are

considered surplus by the department.

6.1 Acceptance :

Intimation of acceptance of, tender shall be given by registered post to the address given below

the signature of tenderer in the tender.

6.2 Details of works:

The tenderer shall state in his tender the name of the contractor in case the agency shall be

other than himself from whomever he purposes to obtain the centering. He shall also state by

what method he proposes to effect the same. The designs of centering with type shall be got

approved by the Executive Engineer before its erection.

6.3 Examination of plans and Locations :

Statements as to the condition under which work is to be performed includes plans, surveys

relevant dimensions, calculations, estimates, bearing etc. are made to furnish a basis for

comparision of tenders and the Government do not guarantee or represent that they are even

very approximately correct. The contractor shall satisfy himself and make his own

investigations and collect data affecting the work to be done and labour materials needed and

shall make his bid relying on his data.

6.4 The work included in this contract shall be carried out in acordance with the specification rules

and regulations as laid down in the books mentioned below in order of the priority (i) PW.D.

Hand Book Vol. I & II 1949 edition if the reference quoted above fall short for the items in

schedule of contract, reference shall be made to Indian specifications for the latest edition. If

any of the items of this contract are not covered. by the reference books quoted above, details

and specification as directed by the Chief Engineer, P.W.D. Gujarat shall be final, this shall

depend upon the standard specifications allowed in different Countries of the work for the

items concerned.

PROGRAMME: The. Executive Engineer may at any time give direction as to the order and

manner in which the several part of the work shall be carried out and the contractor shall

strictly observe such direction.

6.5 Method of Carrying out the work:

The contractor shall furnish for the approval of the Executive Engineer a schedule giving the

programme of the work giving details of the method of execution proposed to be adopted. No

work shall be carried out by other method except the one approved by the Executive Engineer.

The Ex. Engineer may suggest suitable modification in the programme and method prepared

by the contractor. Adoption of any such changes shall not entitle the contractor for claiming

any extra rates. .

6.6 Relation with public Authorities:

The Contractor shall comply with all powers and legal order and directors given from time to

time by any local or public authorities and shall payout of his own 1 money, the fees or charges

to which he shall be liable.

6.7 The contractor shall at his own expense obtain such license as may be necessary for storing and

using explosives. The P.W.D. shall incur no responsibility whatsoever in connection with the

storage of explosives on the site or any accident or occurance whatsoever in connection there

with. All operations of the contractor on which explosives are employed being at the risk of the

contractor and upon his sole responsibility and the contractor hereby given to the PW.D. an

absolute indemnity in respect thereof. . .

The contractor shall furnish the Executive Engineer every day the progress of the works

classified, weekly return of the number of people employed on the work during the week the

report of skilled and unskilled labour shall be given in prescribed form. The contractor if

directed by the Executive Engineer shall increase or decrease the strength of the labour both

skilled and unskilled. The contractor shall also furnish the following returns:

1. A weekly medical report showing the health of the Contractor's camp and the number

of persons ill.

2. A report of any accident which may have occured within 24 hours of its occurance.

6.9 OCCUPATION OFADDITIONAL LANDS:

In case when it becomes necessary for the fulfillment of the contract for the contractor to

occupy land outside the P.W.D. Limits, the contractor shall make his own arrangement with

the land owners and pay such rents as may be mutually agreed between them:

The public works Department shall afford the contractor all possible assistances to enable him

to obtain land for such purpose.

6.10 CONTROLLED MATERIALS:

As regards controlled materials, .P.W.D. will help to arrange for the permits as far as possible

and help the contractor himself. Though the public works Department will help to arrange for

the permits as far as possible in obtaining the materials it shall not accept any responsibility for

any delay or loss on account of delay caused. Contractor shall submit the monthly return in the

prescribed forms or the receipts and actual use of the controlled materials during the month to

he Executive Engineer on close of every calender month.

The contractor shall permit the Executive Engineer or his representatives to inspect the stock of

the controlled materials stored by him at any time whenever Engineer or his representative

6.11 Permit and licenses:

The contractor shall procure at his sole expenses all permits and licenses and pay all charges

and fees for lawful execution of the work.

6.12 Permit devices, Materials and processes: Whenever the contractor desires to use any design

devices, materials or process covered by the letters, patent or copy right permission for such

use shall be secured by suitable legal agreement with the patentee or .owner and copy of

agreement shall be filed with Executive Engineer.

6.13 Temporary Quarters:

The contractor will be required to make his own arrangement for housing of all his staff and

working people during the execution of the work. The contractor shall maintain at his own

expenses, efficient staff as may be required by the Executive Engineer. Suitable fire preventive

measures to the satisfaction of the Executive Engineer shall be taken by the contractor.

The contractor shall with his own expenses supply sound plant for the. whole of the works'

sufficient to perform the work within the time agreed upon in the contract and keep the same in

good .condition. He shall also at his own expenses repair or improve it when required by

written request of the Executive Engineer or his representative.

All unused materials and all plants and equipment not removed by the contractor within two

months of the completion date of the works or any extension granted thereof by the Executive

Engineer shall become the property of the Public Works department and contractor shall not

be entitled to any payment or compensation whatsoever in respect thereof.

Conditions regarding Medical, and sanitary arrangements to be provided for labour employed

in the construction by the contractor.

(a) The contractor shall follow rules regarding public Health and sanitary arrangements

to be provided in labour camp as per paragraph 258 of Gujarat P:W.D. Manual Vol. I

and appendix in that regard.

(b) The contractor shall make arrangements for all antimalarial measures to be provided

for the labour employed on the work. The antimalarial measures shall be as directed

by the Assistant Director of Public Health.- .

6.15 Subletting of work:

The contractor will hot be permitted to sublet any of the works without permission of the

Engineer-in-charge. If he gives permission for any part of the work to sublet, the main

contractor shall take full responsibility for the quality of work. Before ordering subletting of

the work the contractor shall submit the names of the subcontractors proposed for the

approval for Engineer in charge and shall afterward send the two copies of the order for the

work proposed to be sublet when submitting the names of the sub contractors for the

approval it must be stated as to whether the firms proposed are the actual manufacturers of

makes. If not the names of the makes shall also be submitted. The sublet order shall contain

all necessary information given in the specification to enable the sub contractor or supplier

to work in accordance therewith. The sublet order shall also contain the time in which the

delivery of the materials will be given for the completion of the work. The contractor shall

be held responsible for non delivery or non completion in stipulated time given in his tender

for the completion of the whole contract.

6.16 Foreman, Watchman and workers:

Competent foreman and watchman shall be employed by the contractor. The P.W.D. shall at all

times have the right to remove from the work any foreman,' watchman or man who gives

irresponsible response of misbehaves or misconducts. .

6.17 Co-ordination of specifications, plant and special provisions the standard specifications, the

plans and all supplementary documents are essential parts of the contract and requirements

occuring in one shall be as binding as though occurring in all the various documents.

Specification and special provisions shall overside both the plans and the standard

specifications. Figured dimensions shall prevail over scaled dimensions if any. Other variations

shall be decided by the Superintending Engineer..

6.18 Inspection of work and materials:

1. For Resident Engineer, Agent and Employees on the work, the contractor shall provide

safe and proper facilities for inspection. .

2. The inspection of the work shall not relieve the contractor of his obligations to

fulfill the terms of the contract as herein prescribed by the plans and specifications.

3. The contractor shall furnish written information to the Executive Engineer stating the

original sources of supply and dates of manufacturing of all material brought or

manufactured away from the actual site of the work.

4. The contractor shall furnish the Executive Engineer every facility and assistance for

ascertaining whether or not the work performed is in accordance with the requirements

and instruction of the plans and estimates and the specifications. If so, directed the

contractor at any time shall comply and after acceptance of the work remove or uncover

any portions of the finished work considered necessary for fresh inspection at his own

5. In order to ensure a proper time sequence for required inspection and approval, the

informa1ion shall be furnished at least two weeks or (otherwise) as directed by the

Executive Engineer in advance of the use or incorporation in the work of any such

materials and this shall be given in writing by the contractor.

6. The contractor shall obtain from EW.D, a statement of the places where it is permitted

for him to deposit the materials excavated. The contractor shall accept the entire site as

he finds it and any work that may be necessary to carry out contract shall be provided

for in his contract price.

6.19 Setting out :

The contractor shall be responsible for the true and proper setting out of the works and or the

correctness of the position levels, dimensions and alignment of all parts of the works and for

the provisions of all necessary instruments applicable and labour in connection there with. If

at any time during the progress of the works any error shall :appear or arise in the positions,

levels, dimensions or alignments or any part of the works, the contractor is required to

discuss with the Engineer and rectify such errors to the satisfaction the Executive Engineer.

Unless such error is based on incorrect data supplied in writing by the Executive Engineer in

which case the expenses of rectifying the same shall be borne by the Govt. Otherwise the

'rectification shall be done at the cost of the contractor. The checking of- any setting out or of

any line or level by the Executive Engineer or: his representative shall not relieve the

contractor of responsibilities for the correctness thereof.

6.20 No quarrying or blasting operations shall be permitted in the river bed in the proximity of the

bridge for the purpose of taking out materials required for the work except where the sites

are demarked by the Executive Engineer for this purpose. The contractor shall- be personally

responsible for any damage or accident caused by such operations.

6.21 An order book shall be provided and maintained by the contractor on the work and the

contractor. shall sign the order given by the Department and shati carry out them. Work Order

Book is the property of the Govt: Supervisory staff on site. The compliance shall be" carried

out promptly and approved by the Executive Engineer in short time so that works can be

6.22 No materials should be stacked any where on the entire formation width of the road while

carrying out the work. These materials should be stacked on the open ground area of the land

width on both side & of the road. Only in exceptional circumstances, with only written

permission of the Executive Engineer such materials can be stacked on shoulders of the road

6.23 During the working period, day and night all weather diversion shall have to be provided by the

contractor without extra cost of Govt. The diversion shall be maintained in good conditions as

directed by the Engineer-in-charge until completion of work. During the ,night time for the

safety of traffic, red lamps, boards, etc. shall be provided without any extra cost.

6.24 One percent of estimated cost put to tender for this work after deducting the cost of materials

as per Schedule 'A' valued at basic rate in the Sanctioned estimate shall be deducted from the

running account bills of the Contractor for testing the quality of materials and workmanship.

No additional testing charges in addition to this one percent shall be recovered from the

contractor (Applicable to R & B Tender only) (R & BD GR No. TNC-1 085-4-C, Dated 20-

Dated Signature of Contractor

Deputy Executive Engineer

Capital Project Sub Dn.4

GOVERNMENT CIRCULAR NO. MON - 1083/3329

(244)...H/Technical Requirement of

Hot Mix Plant to. be used on

Contract Works:

COMPOSITION OF PLANTS

The Hot Mix Plant shall confirm generally to IS Specifications No. IS 3065/ 1965 as amended from time to time

and shall be required with the following arrangements:

1. Cold Aggregate Feeder:

The cold aggregate feeder shall have. minimum three independent bins compartment, each provided with

accurate mechanical means for feeding the aggregate at uniform and pre-determined rate to the cold elevator or

to some intermediate conveyor or directly into the dryer. The feeder shall provide for the adjustment of total and

proportional feed and shall be

capable of being locked in any setting. .

At the discharge end of the dryer or any other suitable location, means shall be provided for ascertaining the

temperature of the heated aggregate.

The plant shall include a continuous mixer of an approved twin shaft pugmill type capable of producing a

uniform mix. If not enclosed, the mixer box shall be equipped with a dusthood to prevent dust. ..

There should be independent arrangement to feed mineral directly in the pugmill. The hooper bin for mineral

filler shall provide for the adjustment to proportionate the feed and shall be capable of being locked in any

4. Screening Unit and Gradation Control:

The dried aggregate shall be screened into not less than three size. The plant shall include means for accurately

proportioning each bin shall have an accurately controlled, individual gate to form an orifice for proportioning

the material drawn from each respective bin compartment. The orifice shall have positive mechanical adjustment

and provided with a lock Indicators shall be provided on each. gate to show the .gate opening in centimeters.

5. Mineral Fillers Supply Unit:

There shall be an independent arrangement to feed mineral Filler directly into the pugmil. The hopper to bin for

mineral filler shall provide for the adjustment to proporation the feed with the aggregate and bitumen feeds and

shall be capable of being locked in any settings.

6. Bitumen Heating:

A circulating system for the bitumen shall be provided of adequate capacity to provide for proper and continuous

circulation between storage tank and proportioning units during the entire operating period. Suitable

arrangements shall be provided for recording the temperature at the tanks and in the circulating system.

7. Synchronization: .

Synchronization of Aggregate and Bitumen Feed: Satisfactory means shall be provided to afford positive inter-

locking control between the flow of aggregate from the tank to pugmill with mechanism of socket wheel which

allows a fixed quantity of bitumen for a particular setting of the wheel.

Dated Signature of Contractor Deputy Executive Engineer

Capital Project Sub Dn.4

1. The Successful tenderer whose tender is accepted shall execute the work strictly as per

specifications and applicable I.S. codes, Even if the work is executed as per departmental

design and estimates, the contractor shall be considered responsible for specified quality both

for functional Performance and public safety.

2. For works estimated to cost more than Rs one lac, but up to five lacs, the contractor shall

exhibit public notice board of the size of 60 Cm x 120 Cm disclosing the following

!P SFDG]\ GFD SFDGM 5|SFZ ov

ZP lJEFUG]\ GFD ov

#P 5[8F lJEFUG]\ GFD ov

$P 8[g0ZGL ZSD ov

5P .HFZNFZzLG]\ GFD ov

&P SFD X~ SZJFGL TFZLB ov

*P SFD 5}6" SZJFGL TFZLB ov

( SZJFGL SFDULZLGL 8]\SDF\ lJUT o

SFI"5F,S .HG[Z4

PPPPPPPPPPPPPPPPPPPPPlJEFU

(R&BD circular No TNC-1 090-24-C dated 25-10-02)

3. For works estimated to cost more than Rs. Five lacs, the contractor shall exhibit public notice

board disclosing the following information.

DFU" VG[ DSFG lJEFU C[9/GF ~FP 5P_ ,FBYL JWFZ[ lS\DTGF Z:TFq5],MqDSFGMGF SFDM p5Z SFDGL lJUT NXF"JTF\ AM0" ov

!P SFDGM 5|SFZ ov

ZP lJEFUG]\ GFD ov

#P 5[8F lJEFUG]\ GFD ov

$P 8[g0ZGL ZSD ov

5P .HFZNFZzLG]\ GFD ov

&P ;]5ZJF.hZL :8FOGF\ GFD ov

*P SFD X~ SZJFGL TFZLB ov

( SFD 5]~\ SZJFGL TFZLB ov

( SZJFGF\ SFDGL 8]\SDF\ lJUT o

v DF8L SFDGL HF0F. ;[PDLP

v D[8,GF 5|YD :TZGL HF0F. ;[PDLP

v 0FDZGL ;5F8LG]+ SFD ;[PDLP

s S5RL4 U|L8 VG[ 0FDZ JF5ZJFGM f

v 0FDZGL ;L,L\U ;ZO[;G]\ SFD ;[PDLP

s S5RL4 U|L8 VG[ 0FDZ JF5ZJFGM f

v 5],GF\ 5FIFGF SMgS|L8G]\ 5|DF6 s;LD[g84 S5RL4 Z[TLf

v 5],GF\ YF\E,FqV[A8D[g8GF SMgS|L8G]\ 5|DF6 s;LD[g84 S5RL4 Z[TLf v ;]5Z

:8=SRZGF SMgS|L8G]\ 5|DF6 s;LD[g84 S5RL4 Z[TLf v VgI lJX[QF HMUJF.

v 5FIFGF SMgS|L8G]\ 5|DF6 s;LD[g84 S5RL4 Z[TLf

v .\8MGF R6TZDF\ ;LD[g8qZ[TLG]\ 5|DF6 s;LD[g84 Z[TLf

v EMITl/IFGF SMgS|L8G]\ 5|DF6 s;LD[g84 S5RL4 Z[TLf

v EM\ITl/I\ ____ ;[PDLP HF0F.GL ;[PDLP ;F.hGL DMh[S 8F.<;

v AFZL AFZ6F v ;FUL ,FS0FGF q:8L, O|[D q VgIP

VFZP;LP;LP SFDM o

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VF SFDGF lJUTJFZ :5[XLOLS[XG GFIA SFI"5F,S .HG[ZzL4 5[8F lJEFUGL SR[ZLVM VMlO;GF

;DI NZdIFG SM.56 ;DI[ HM. XSX[P

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SFI"5F,S .HG[Z4

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Z*P)P_Z GM 9ZFJ S™DF\S 8LV[G;Lã!_)_ã!__s$f;f

5. Earnest money. Solvency certificate, Performance Bond and Security Deposit issued by the

following Cooperative Banks will not be accepated.

VPG\P A[\SG]\ GFD

!P ;]5|EFT SMPVM5Z[8LJ A[\S ,LP4 VDNFJFN

ZP ;JM"NI SMP VM5Z[8LJ A[\S ,LP4 VDNFJFN

#P ;DL TFP GFUP ;CP A[\S ,LP ;DL

$ J[ZFJ/ ZtGFSZ SMPVM5PA[\S ,LP J[ZFJ/

5 ClZl;lwW SMPVM5PA[\S ,LP VDNFJFN

ZL,LO DS"PSMPVM5Z[8LJ A[\S ,LP VDNFJFN

* ;CIMU SMPVM5PA[\S ,LP VDNFJFN

lJSF; SMPVM5PA[\S ,LP VDNFJFN

) J[ZFJ/ lJEFP GFUP ;CP A[\S ,LP VDNFJFN

,1DL SMPVM5PA[S\ ,LP VDNFJFN

VDNFJFN VA"G SMPVM5PA[\S ,LP VDNFJFN

!Z DH}Z SMPVM5PA[\S ,LP VDNFJFN

!# VDNFJFN DlC,F GFUP;CPA[\S ,LP VDNFJFN

!$ EFuI,1DL SMPVM5PA[\S ,LP VDNFJFN

6. After issue of work order, but before production of the first bill, the contractor shall produce

the following documents in the office of Executive Engineer with copy to the concerned

Deputy Executive Engineer.

(1) Copy of labour Licence.

(2) Insurance policy in Original in favour of Executive Engineer covering risk of accidents to

labourers and site accidents.

(3) Authorised site Engineers nominated by the contractor for the contract work.

(4) Full details of machineries deployed/to be deployed on site of the work.

(5) Progress schedule for execution of work within time limit.

The payment of first R.A. Bill will not be made till the above requirements are fulfilled.

(Signature of the contractor)

QUESTIONAI,RE FOR THE TENDERER

1. The location of paver plant at present.

2. No. of paver work and total tonnage

of asphalt work done to date.

3. The remaining tonnage of asphalt work

to be completed still on (date of

4. Period required to complete remaining

tonnage of asphalt work on hand

5. Period required to shift the paver plant

at site of the work under reference.

6: Probable date to start actual asphalt

work for the work under reference.

7. Details of machineries required for paver

plant available with the tenderer. .

8. Whether the hot mix paver plant conform

to the composition and Technical

requirement indicated in Annexure?

Signature of Tenderer

;ZSFZGF 5+ S|DF\S o 8LPV[GP;LP o !)(!q&q;L TFZLB o

VPG\P CM8DL1F %,Fg8 DF8[GL 9[S[NFZ 5F;[GL DXLGZMGL lJUTM

DXLGZLGL lJUT S[5[;L8L ;\bIF 5lZl:YlT

s!f sZf s#f s$f s5f

;ZSFZGF 5+ S|DF\S o 8LPV[GP;LP o !)(!q&q;L TFZLB o

CM8DL1F %,Fg8YL SZJFGF H[ SFDM 9[S[NFZG[ D/[, CMI T[GL lJUTM

VPG\P SFDG]\ GFD lJEFULI 8[g0ZGL JS" ;DI 8[g0ZDF\ 0FDZ AFSL

SR[ZLG]\ GFD ZSD VM0"Z VF%IF DIF"NF SFDGL ZSD ZC[, SFDGL

TFZLB VG[ S], SFDGL ZSD

s!f sZf s#f s$f s5f s&f s*f s(f

;ZSFZGF 5+ S|DF\S o 8LPV[GP;LP o !)(!q&q;L TFZLB o

CM8DL1F %,Fg8YL SZJFGF SFDMGF H[ 8[g0Z EZ[,F K[ T[GL lJUTM

VPG\P SFDG]\ GFD lJEFULI 8[g0ZGL ZSD 8[g0Z EIF" 8[g0Z

SR[ZLG]\ GFD TFZLB D/JFGL XSITF

s!f sZf s#f s$f s5f s&f

SPECIAL CONDITIONS FOR BITUMINOUS WORK WITH USE OF

DRUM MIX PLANT AND PAVER FINISHER.

1. The Drum Mix Plant and accessories to be used for the work shall be in conformity with the

specification's prescribed vide Govt. of India, Ministry of Transport Circular No. RQ/RMP/

1613784 dt.1-1-87. The plant shall be equipped with all units and accessories as per latest I;S.

3066/1965, as amended from time to time. The Contractor will have to modify their plants

suitably within a period of six months from the date of issue of latest I.S. Specification or

2. The work of laying aggregate mixed with bitumen shall start on 9ite of work only after

hours in the morning and continue upto 17.00 hours in winter season and upto 18.30 hours in

summer. No work shall be done except during the period mentioned above and also on

Sundays and National holidays viz. 26th January, 15th August & 2nd October.

3. Quantity of bituminous aggregate mix to be laid shall be restricted to 250 tones per day for 30/

40 capacity plant and may be more or less depending upon the rated capacity of the plant.

4. The Contractor shall invariably get the job mix formula for the mix approved by the Engineer-

in -charge before starting the work.

5. Use of vibratory roller is to be compulsory

For the work like earth work,water bound macadam and bituminous items the compaction

shall be done with vibratory roller only.The vibratory roller shall be of standard make and

suitable to imart desired degree of compaction.The compaction with the help of static roller

shall not be permitted and no claim what so ever shall be entertained on this account.Whetever

use of the Road Roller is mentioned in specification/clause etc. in this documents shall be

treated as use of vibratory roller.

6. Amount to be withheld till miscellaneous items are completed.

10% of the amount eligible for the payment of bituminous items shall be withheld till the

miscellaneous items like earthwork in embankment/cutting for side shoulders,side

gutters.Kilometer/hecotometre stone,sing board thermoplast patta etc. are compeleted in all

respect by the contractor. After completion of all the miscellaneous items,the above said 10%

withheld amount shall be released.

SPECIAL CONDITIONS FOR ASPHALT TO BE BROUGHT BY CONTRACTOR

COLLECTING CARTING OF BULK ASPHALT FROM REFINERY TO SITE OF WORK INCLUDING

STACKING THE SAME AS & WHERE DIRECTED.:

1. Bitumen shall not be issued by the Department. The same shall be procured from Koyali Refinery at Baroda by contractor at

his own cost.It shall have to be carted by the contractor to the site of work at his own cost. Any loss or damage in the quantity

of during transit,stacking or utilization will be responsibility of the contractor.

2. Bitumen shall be utilized only after inspection of Executive Engineer or authorized Engineer-in-charge.

3. The tanker of bulk asphalt should be unloaded in asphalt tank or drum on site of work as directed. Before unloading the

weight shall br done in presence of Engineer-in-charge. After unloading the empty tanker shall also br weight in the presence

of Engineer-in-charge.The net weight shall be taken in account.

4. The contractor has to give the day-to-day purchase date and gate pass received from refinery.The Department shall keep a day

to day account of supply and use of asphalt in separate bound register having numbered pages and in the Perfoma predcribed

by the department.The contractoe’s responsible representative shall have also to be sing day in the register.

COST OF ASPHALT IS TO BORNE BY THE CONTRACTOR AS ITEM INCLUDES COST OF ASPHALT

1. Cost of bitumen (KOyali Refinery) including Excise,V.A.T.Tax and Octroi any other incidental expenses.

2. Transporting to site.

3. All the cost labours and materials for sorting, stacking and protecting.

4. Keeping records of supply and use.

SPECIAL CONDITIONS APPLICABLE IN CASE OF BOTH ROAD AND BRIDGE WORKS:

1) CONSTRUCTION EQUIPMENT:

1.1 The methodology for equipment to be used on the project shall be furnished by contractor to the Engineer well in advance of

commencement of work and approval of the Engineer obtained prior to its adoption and use.

1.2 The contractor shall give a trial run of the equipment for Establishing its capability to achieve the laid down specifications

and tolerance to the satisfactions of the Engineer before commencement of work,if so desired by the Enginerr.

1.3 All equipment provided shall be of providing efficiency shall be operated and maintained at all times in a manner acceptable

to the Enginerr.

1.4 No equioment at personal will be removed from site without permission of the Engineer.

2) Work programme and methodology of construction.

The contractor shall furnish his programme of construction for execution of the work within the stipulated time

schedule together with methodology of construction of each of type of work and obtain the approval of Engineer

prior to actual commencement of work.

3) Revised programme of work in case of Slippage.

4) Action in case of disproportionate progress in case of extremely poor programs of the work or any item at any

stage of work which in the opinion of the Engineer can not be made good by the Contractor considering his

available resources,the Engineer will get it accelerated to make up the lost time through any other agency and

recover the additional cost incurred if any in getting the work done from the contractor after informing him in

writing about the action Envisaged against him.

5) SETTING OUT:

Selling out the work as spelt out in Clause-109 of ministry’s specification for road and bridge work (4th Revision)

will be carried out by the Contractor.

6) PUBLIC UTILITIES :

Action in respect of Public utilities will be taken by the contractor as shown in clause 110 of Ministry’s

specification for Road and Bridge work (4th Revision).

7) ARRANGEMENT FOR TRAFFICE DURING CONSTRUCTION :

Action for arrangement for traffic construction will be taken by contractor as shown in the contract documents

and spelt out in clause 112 of Ministry’s specification for Road and Bridge works (4th Revision)

8) QUALITY CONTROL :

The norms of achieving quality of work will be on the contractor who will take action as stipulated in section-

900 of Ministry’s specification for Road and Bridge works (4th Revision)

9) MINISTERY’S SPECIFICATION FOR THE ROADS AND BRIDGE WORK (4TH RIVISION)

The of Ministry’s specification for Road and Bridge works (4th Revision) shall from a part of the contract

documents and the contractor will be largely bound by the variation stipulation made there in unless and

otherwise specifically relaxed or waved wholly or partly through a special clause in the contract documents.

10) DOCUMENTATION:

The contractor will prepare drawing(s) of the work as constructed and will supply original with three copies to

the Engineer who will verify and certify these drawings final as constructed drawing(s) shall then be prepared by

the contractor and supplied in triplicate along with a micro film of the same to the Engineer for the record and

reference purposes.

11) The use of Drum mix plant for mixing asphalt and aggregate is compulsory for this work only contractor

possessing facility of drum mix plant shall br eligible to bid for this work.The tender copies shall be issues to

only those contractor who is possessing drum mix plant.

12) The work shall be executed with the equipment as per MOST specification (4th revision) 1999 where in details of

the types of equipment are given for various specification,Only those bidders who supply necessary proof

documents for possession of the required type of equipment in their bids shall be considered as responsive for

future evaluation and award of work.

13) MODE OF EXECUTION :

If the asphalt work is to be carried out in more than single road width then in situation contractor shall have to

carry out the work in half portion of the carriageway width and keeping half portion of carriageway open for

traffic to avoid congestion and easy flow of traffic.

After starting the work within 60 days by the contractor, he should keep the work

continued failing which he is liable to pay compensation at Rs. 600/- per day from the date he

keeps the work closed & restart the work except in the following cases.

(1) If in case machineries break down and for that short period, work is closed.

(2) During the period of break down of machinery Paver plant is not shifted from the work

or from that site and no work is done on other site through the paver plant during the

period of break down of machinery.

Signature of Contractor Deputy Executive Engineer

Capital Project Sub Dn.5

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Signature of the contractor : Signature of the Executives Engineer