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I.D. FORM N0.111 CONDITION OF CONTRACT
CLAUSE1- The person or persons whose tender is accepted ( herein after called the “Contractor” ) shall within one week after his or their to tender has been accepted deposit the Government of Utter Pradesh ( herein after called the “ Government”) either in cash or in securities as provided in paragraph 614 and 615 of financial hand book, volume VI such sum as will the earnest money deposited with the tender amount to Rupees............................. and where ant security so deposited is not payable to bearer the contractor shall endorse or transfer it to the said Government in such a manner that sum represented by it can be realized with out the or assistance of the contractor . The contractor shall also permit Government ay the time of making ant payment to him for work done under the contract to deduct ..............percent of all moneys so payable on account of money to be adjusted in the last deductions with amount :-
(i) In case of works estimated to cost up to Rs. 1,00,000/- to 10% of the estimated cast .
(ii) In the case of works estimated to cost more than Rs. 1,00,000/- & up to Rs. 2,00,000/- to 10% on the first 10,000/-& 71/2 % on the balance and,
(iii) In the case of works estimated to cost more than Rs. 2,00,000/- to 10% on the first Rs. 1,00,000/- 71/2 % on the next Rs. 1,00,000/- and 5% on the balance unless he is/they are exempted from payment or security deposited if individual case or has/have deposited the out of the security ay the rate of fixed deposit or Guarantee Bonds of ant scheduled Bank in India.
( G.O. Number 5479/Sa Kha/81-23/81/N-79 Dt. 05-11-82) If the security is furnished in the form guarantee bond the contractor
undertakes to renew or to furnish fresh guarantee to cover the period of time extension of ant and failure on his part to do so shall be construed as a breach of his contract and without prejudice to ant other remedy provided in these conditions the Engineer-in –chief shall have right to withheld the payment and the entire security amount ant moneys becoming payable to the contractor and the amount of security money shall if not withheld on account of breach of contract if be refunded after ..........months of the date of completion of the work or after payment of the final bill which ever is later subject to the condition that in case of the building work of the first rainy season comprising of months of June, July, August and September is not fully covered within the period of .................month mentioned above the amount of security money will not be with held on account of breach of contract be refunded after the expiry of the first rainy season comprising of the months mentioned above or after the payment of the final bill which ever is later. Provided that in case the payment of the final bill is not made within...........months of the completion of the work 75% of the amount of the security money can be refunded with the prior approval of the authority next higher to the person accepting the contract on behalf of the Government . All compensation or other sums of money payable by the contractor met be deducted from or realized by the sale of a sufficient part of his security deposit, or from the interest arising there from or from ant sums which may be due or may become due to the contractor by Government or on account what so ever and the event of his security deposit being reduced by reason of any such deduction or sales as aforesaid , the contractor shall within 10 days thereafter make good in cash of Government Securities endorsed as aforesaid any sum of sums which may have been deducted from or raised by the sale of security deposit or ant part there of. Without prejudice to any other remedy provided by law the Government may recover all dues here dues here under from the contractor as arrears of land revenue. ( G. O .No A-2-2242/X-83-17-(5)71 Dated 23-12-83.)
Further deposit
Deduction from payment
Security Deposit
EXPLANATION – For the purpose of this clause if the work is under this contract includes construction, reconstruction or repair of any structure giving roof over it, the whole work will be classed as building work .
CLAUSE-2-A- Time is the essence of the contract. The contractor shall commence and shall complete the work covered by the tender on the date fixed by the Executive Engineer for the commencement and completion of such work and shall in interval between those dates keep the work up to the schedules of quantities and dates shown in the Progress statement to be signed by the contractor and attached to the tender. If the work falls in arrears of the progress statement either in quantity or in time, then for everyday that the work is so in arrears the contractor shall be liable to pay as compensation as amount equal to one percent or such smaller amount as the Executive Engineer ( whose decision in writing shall be final) may decide, on the estimated cost of the whole work :- Provided always that the entire amount of compensation to be paid under the provisions of this clause shall not exceed ten percent of the estimated cost of the work as shown in the tender . ( Clause 2-B To be used instead of 2-A when the latter is from the nature of work impracticable)
(Clause 2-B To be instead of 2-A when the latter is failed to complete the work within the period specified in the tender. Such period shall be reckoned from the date on which he order to commence work is given to the contractor. The contractor shall ay all times during such period proceed with the work with due diligence and he shall pay as compensation an amount equal to one percent or such smaller amount as the.......................Engineer (Whose decision in writing shall be final) may decide on the amount of the estimated cost of the whole work as shown in the tender for every day that the work remains in commenced, if unfinished after the proper dates. And further, in order to ensure good progress during the execution of the work the contractor shall be bound in all cases in which the time allowed of ant work exceed one month to complete one-fourth of the value or quantity ( as the...............Engineer may determine ) of the whole of the work before one-fourth of the whole- time allowed under the contract elapsed, one-half of the value or quantity (as the...............Engineer may determine) of the one half of such time has elapsed , and three-fourth of the value or quantity (as the...............Engineer may determine) of this work before three-fourth of such time of elapsed . If the contractor fails to comply with this condition he shall be liable to pay as compensation an amount equal to one per cent or such smaller amount as the............... Engineer (whose decision in writing shall be final) may decide on the said estimated cost of the whole work for the every day that the quantity of work remains incomplete. Providing always that the entire amount of the compensation to be paid under the provisions of this clause shall not exceed ten percent on the estimated cost of the work as shown in the tender.
CLAUSE -3 (i) In any case in which under any clause or clauses of his contract the contractor shall have rendered himself liable to pay compensation amounting to the whole of his security deposit ( whether paid in one sum or deducted by installments) the ....................................Engineer shall have power to adopt such of the following courses as he may deem best .
(a) He may rescind the contract giving the contractor notice of rescission signed by the Executive Engineer and may then take the whole of the contractor’s security deposit for the use of the Government as compensation for loss caused by the contractor’s default.
(b) He may, after giving the contractor.........................day’s notice in writing of his intention to do so, measure up the work done by the contractor and then employ and pay laborers and supply or procure materials and carry out all or any part of the work himself on behalf of Government debiting the contractor with the actual cost and crediting him ay the contract rates with the value of the work so done, and may postpone till completion of the work so taken over assessment of the compensation go be paid by the contractor. If
Compensation for delay
Action by which whole of security deposit is forfeited
any work is taken over by the ................................Engineer the certificate in writing of the Executive Engineer or of the Sub- Divisional Officer as to its cost and value shall be final and conclusive against the contractor .
(c) He may, after giving the contractor......................day’s notice in writing of his intention to do so measure up the work done by the contractor take the work out of his hands and give a contract for its completion to another contractor and may postpone till the completion of the work the assessment of the compensation to be paid by the original contractor. If the.....................................Engineer elects to give the completion of the work to another contractor the original contractor shall pay any expenses which may be incurred in excess of the sum which would have been paid to him if the whole work had been carried out by him, and a certificate in writing of the Executive Engineer or of the Sub-Divisional Officer shall be final and conclusive as against the original contractor as to the amount of any such expenses .
(ii) If the.............................Engineer dose not desire to do so the work, the contractor shall not be entitled to compensation for ant loss sustained by him by reason of his having purchased or procured any materials, or entered into any engagement, or made ant advances on account of or with a view to execution of the work or the performance of the contract, and shall mot be entitled to recover or be paid or be given credit for any sum for any work therefore actually performed by him under his contract, unless and until the Executive Engineer or the Sub-Divisional Officer acting under his order shall have certified in writing the performance of such work and the value thereof the contractor shall only be entitled to be paid the value as so certified . (iii) If upon any occasion the ..................................Engineer abstains from exercising the powers given go him by this clause such abstention shall not prevent him from exercising such powers upon a subsequent occasion if the contactor again makes default , nor shall such abstention absolve the contractor from liability to pay compensation for ant default which he may have made .
CLAUSE -4 If the ..............................Engineer exercise any of the power given to him by clause 3 he may, if he so desires take possession of all or any of tools , plant materials and stores in or upon the work or the side thereof and belonging to the contractor or procured by him and intended to be used for the execution of the work or any part thereof, and pay or allow the contractor for the same ay the contract rate, or in the case of these not being applicable, at current Market rates to be certified by the Executive Engineer , whose certificate thereof shall be final and if the .............................................................................................................. ............................................. Engineer does not desire to do so, the Executive Engineer may, by notice writing to the contractor or his clerk or the work’s foreman or other authorized agent , required him to remove such tools, plants, materials or stores from the premises ( within a time to be specified in such notice) and if the contractor fails to comply with any such requisition , the Executive Engineer any remove them at the contractor’s expense and at his risk in all respects by auction or private sale and the certificate or the Executive Engineer as to expenses of any such shall be final and conclusive against the contractor .
CLAUSE -5 If the contractor desires an extension of the time for completion of the work on the ground of any unavoidable hinderance to its execution having arisen, he shall apply in writing to the ........................Engineer within 30 days the existence of such hinderance first becomes known to him and the .........................................Engineer shall if in his opinion (which shall be final) reasonable grounds be sown therefore , authorize such extension of time as may, in his opining be necessary or proper .
Extension of Time
Contractor remains liable to pay compensation if action not taken under clause3
Powers to take possession of or require removal of or sell contractor’s plant
CLAUSE-6 On completion of the work the contractor shall send a registered notice to the Sub-Divisional Officer ( thereafter called Engineer-in-charge) giving the date of completion and shall also send a copy of such notice to the Executive Engineer, and shall request the Engineer in charge to give him a certificate of completion . No such certificate will be given nor shall the work be considered to be complete until the contractor has removed from the premises on which the work has been executed all scaffolding, surplus materials and rubbish , and cleaned all wood- work , door, windows walls floor or other part of any building in, upon and about which the work has been executed or of which he may gave had possession for the purpose of execution thereof, and, if the contractor fails to do so on or before the date fixed for completion of work the Engineer-in-charge may do so , and may sell such scaffoldings and materials as have not been removed by the contractor and the contractor shall forthwith pat all expenses so incurred and shall have no claim in respect of any such scaffolding, surplus material as aforesaid except for any sum actually realized by the sale thereof. On completion the work shall be measured by the Engineer-in-charge , whose measurements shall be binding and conclusive against the contractor .
CLAUSE-7 In the case of work estimated to cost more than rupees one thousand , the contractor shall, on submitting the bill thereof be entitled to receive a monthly payment proportionate to the part thereof then approved for such purpose by the Engineer-in-charge, whose certificate of approval and passing of the sum so payable shall be final and conclusive against the contractor , But any such payment will only be made as advances to be credited to Government in the final settlement of accounts , with the contractor and not as payment for work completed and passed and the making of ant such payment shall not either preclude the Executive Engineer or Sup-Divisional Officer from requiring the contractor to remove or reconstruct or –erect ant work on the ground that such work is bed unsound imperfect or unskilled or prevent Government from enforcing any claim against the contractor on account of any default by him or conclude, determine or affect in ant way the powers of the Engineer –in-charge under these conditions or any of them as to the final settlement and adjustment of the accounts or otherwise or in any other way vary or affect the contractor. The Engineer-in-charge certificate of the measurement and of the total amount payable for the work shall be final and binding on all parties.
CLAUSE-8 If the contractor abandones, or is unable to complete the work, the ...................................Engineer may certify in writing the value of the work done by the contractor towards the completion of the contract. Such a certificate shall be final and conclusive against the contractor and he will not be paid more than the value of such work as so certified irrespective of the contract rates.
CLAUSE-9 When the estimate on which a tender is made includes lump sum in respect of parts of the work, the contractor shall be entitled to payment in respect of the items of work involved, or the part of the work in question at the same rates as are payable under this contract for other such item of work, unless the part of the work in question is not in the opinion of the Engineer-in-charge , capable of measurement in which case the Engineer-in-charge may pay such lump sum as he may determine to be the value thereof, and the certificate in writing of the Engineer-in charge shall be final and conclusive against the contractor as to the basis upon which payment is to be made in such cases and as the amount to be paid .
CLAUSE-10 Every month on or before a date to fixed by the Engineer-in-charge the contractor shall if so required submit a bill for all works executed by him during the previous month and the Engineer-in-charge shall take or cause to be taken all measurement necessary for checking the contractor’s bill and adjusting his claim as speedily as possible, If the contractor does not submit his bill within the time so fixed the Engineer-in-charge may after giving the contractor .....................................day’s notice in writing measure or depute some one to measure such work in presence or the contractor whose signature on the list of measurements shall be sufficient authority to the Engineer-in-charge to draw up , a bill based on such measurement and
Final certificates
Payment on intermediate certificate to be regarded as advances
Inability to complete the work
Lump sum in estimates
Bill to be submitted monthly
any bill so drawn up shall be binding on the contractor . If the contractor fails to attend when such measurements are taken , such measurements shall be binding on him , and if he attend but refuses to sign the list of measurements the matter shall be refereed to immediate superior of the Engineer-in-charge whose decision shall be binding on the contractor .
CLAUSE-11 The contractor shall submit all bills on the printed form which will be supplied to him at the rates specified in the tender or in the case of any extra work ordered in pursuance of these condition and not mentioned or provided for in tender at the rates hereinafter provided for such work.
CLAUSE 12 If the specification or the estimate of the work provided for the use of any special description of materials to be supplied from the Engineer-in-charge stores. Or if is required that the contractor shall use certain stores to be provided by the Engineer-in-charge( such materials and stores and the prices to be charged thereof as herein after mentioned being so far as practicable and for the convenience of the contractor specified in the schedules hereto annexed but not so as in any way to control the meaning or effect of this contract), the contractor shall be supplied with such materials and stores as may from time to time be required by him for the purpose of the contract but only for such purpose and he shall pay for the same ay the rates specified in the said schedule or if no rates are specified ay the cost price as defined in clause 13 thereof . All materials so supplied to the contractor become the property of the contractor, but shall not on any account the removed from the site of the work until the whole work is certified to be completed by the Executive Engineer and shall ay all times be open to inspection by the Engineer-in-charge . The Executive Engineer shall, however have the option to take over any such materials, if unused at the time of completion or termination of the contract at the specified issue rate, or the current market rate which ever is less.
CLAUSE 13 All articles required by the contractor for the construction of the work and which the contractor is to supply himself, shall be obtained by the contractor from the firms which the Directors of Industries has made arrangement and articles supplied by the contractor shall conform to such specification and/ or tests, if any/or, sincerely may be prescribed by the Directors of Industries in consultation with the consuming department .
CLAUSE 14 The contractor shall obtain from the stores of the Engineer-in-charge, all such imported stores or materials as may be required in ant considerable quantity for the work or ant part thereof or for making up articles required therefore or in connection therewith . The value of such stores and articles as may be supplied to the contractor by the Engineer-in-charge, will be debited to the contractor in this account ay the rated shown in the schedules attached to the contract and if they are not entered in the schedules they will debited ay the cost price , which for the purpose of this contract shall include the cost of carriage and all other expenses whatever which shall have been incurred in obtaining delivery for the same at the stores aforesaid . The Executive Engineer may issue materials to a contractor from existing stock if he asked for ant excess of those excess in the schedules . In such case the price charges will be stock rate or the market rate whichever is greater .
CLAUSE 15 The contractor shall execute the whole and every part of the work in the most substantial and workmanlike manner and every respect in strict accordance with the specification both as regards materials and otherwise . The contractor shall also conform exactly , fully and faith filly to design drawing and instruction in writing relating to the work signed by the Engineer-in-charge and lodged in his office , and the contractor shall be entitled to inspect the same during office hours and may ay his own expense have of the specification, and of all such designs, drawing and instruction as aforesaid made for his own use.
Stores supplied by Government
Work to be executed in accordance with specification drawing orders etc.
Bill to be on printed forms
Stores imported from Europe to be obtained from Government
CLAUSE 16 The Engineer-in-charge shall have power to make such alteration or addition to the original specifications drawings, designs and instruction as may appears to him to be necessary or advisable during the progress of the work , and the contractor shall be bound to carry out the work in accordance with any instruction which may be given to him writing signed by the Engineer in charge and such alterations shall not invalidate the contract; and any additional work which the contractor may be so directed to do shall carried out by the contractor on the same condition in all respect on which be agreed to the main work and at the same rates as are specified in the tender for the main work . The time for completion of the work shall be extended in the proportion that additional work bears to the original contract work and the certificate of the Engineer in charge shall be conclusive as to such proportions. If the additional work includes any items for which no rate is specified hereunder , then the contractor shall carry out the work ay the rate entered in the schedules of Rates of the District but if the schedules does not contain any rate for such work, then the contractor shall not begin such work until a rate in respect of such work has been settled by mutual agreement between him and the Engineer-in charge with the approval of the officer accepting the contract, and if they are unable to agree upon a rate within two weeks from the date when the contractor received the order, the Engineer-in-charge may be a notice in writing cancel the order for such work and carry it out in such manner as he may think best. In the event of a dispute the decision of the Superintending Engineer shall be final and binding on the contractor.
CLAUSE-17 The Executive Engineer acting on the written order of his immediate superior, may at any time notice in writing to the contractor either stop the work all together or reduce or cut it down. If the work is stopped altogether , the contractor will only be paid for work done and expenses legitimately incurred by him on or preparation for the execution of the work up to the date on which such notice is received by him such expenses shall be assessed by the Executive Engineer , whose decision shall be final and binding on the contractor . If the work, is cut down the contractor will be paid for the work as so cut down but in neither case will be paid any compensation whatsoever for the loss of profit which he might have if he had been allowed to compete all work included in the tender.
CLAUSE 18 If the Engineer –in-charge is satisfied that the construction of any part of the work is faulty or that materials used in the same are inferior to those for which the specification provided or that any materials or articles provided by the contractor are not in accordance with the contract he may, not with standing that such work materials or articles may have been passed certified or paid for, serve the contractor with notice in writing specifying the work, materials or articles of which he complaints and requiring the contractor to remedy such defects or to replace such materials or articles within a specified period of time . If the contractor fails to comply, in all respect with the requirements of any such notice within ten day’s after the expiration of the period specified in that notice the Engineer-in-charge may himself remedy such defects, or as the case may be replace such materials or articles , and contractor shall pay all expenses incurred by the Engineer-in-charge in so doing and the certificate in writing of the Engineer-in-charge as to the amount of any such expenses shall be final and binding upon the contractor .
CLAUSE-19 All works under or in course of execution or executed in pursuance of the contract shall at all times be open for inspection and supervision by the Engineer-in-charge and his subordinates and the contractor shall at all times during the usual working hours, and on any other occasion of which he shall have had reasonable notice either himself be present to receive orders an instructions or have responsible agent duly accredited in writing present for that purpose . Order given to any such agent has the same effect as order given to the contractor himself. CLAUSE 19 A No labourer below the age of 12years shall be employed on the work . CLAUSE- 19B The contractor shall pay to his labourer a fair wages .
Alterations specification and designs .
Do not invalidate contract
No compensation or alteration in or restriction of work to be carried out
Work to be open to inspection
Extension in time in consequence if alteration
Rates for additional works not in estimate or schedule or rate of the district
Action and compensation payable in case of hand work .
CLAUSE-19C The contractor before he commences work shall (a) post in conspicuous place on the work w notice giving the rates or wages have been certified as fair by the Executive Engineer , and (b) send the copy of the notice to the Executive Engineer . CLAUSE 19D The contractor shall be bound and shall be responsible to comply with the provisions or the labour laws in force in state of Utter Pradesh including the minimum wags Act of ant enactment in supervision, extension or modification thereof which nay be passed ay any times from time to time by a competitive legislative body and may effect in the state of Utter Pradesh and the Rules and Regulations made there under or ant amendment or modification thereof for the time being in force. All expenses in connection with the compliance of such laws and rules shall be borne the contractor shall nither demand nor claim shall be entitled to ant additional payment for the reason that he failed to take in to account any such expense in his tender or that ant subsequent amendment in such laws or rules have changed basis on which he worked out such expenses while submitting his tender. In every case in which by virtue of the provisions of the labour laws in force in the state of Utter Pradesh and the rules and regulations made there under, the Government is obliged to pat any sum in the execution of the work , Government will recover from the contractor the amount so paid; and without prejudice to other rights of the Government , the Government shall be ay liberty to recover such amount or any part thereof by deduction it either from the security money deposited by the contractor or to his credit under clause I of these conditions or from any other sum due by Government to the contractor whether under this contract or otherwise .
CLAUSE 20- In order that the work may be measured and the correct dimensions thereon taken, the contractor shall not cover up any part of the same or otherwise place it beyond reach of measurement until he has either obtained the consent in writing of the Engineer-in-charge or his subordinate- in-charge of the work or until he has given to the Engineer-in-charge or such subordinate five day’s notice in writing that the work is ready for measurements. If the contractor covers up any work or ;laces it beyond reach of the measurement without such consent and before the expiration of the period of such notice , the contractor shall either, as he may elect strip such work ay his own expense in order that if may be measured or shall forfeit the price of such work and of the material used in its construction .
Vide G.O no. 1381-IBD-50/XXXIII-IB-89-B-W, dated May 26, 1950. CLAUSE 21 - All works to be executed under the contract shall be
executed under the direction and subject to the approval in all respect or the Engineer – in-charge for the time being who shall be entitled to direct at what point or points and in what manner they are to be commenced and from time to time carried on.
CLAUSE 22- Execpt where otherwise specified in the contract the decision of the ........................................................................Engineer fro the time being shall be final, conclusive and binding on all parties to the contract upon all questions relating to the meeting of the specifications, designs, drawing and instructions herein before mentioned . The decision of such Engineer as to the quality of workmanship or materials used on the work, or as to any other question. Claim, right matter or thing whatsoever in any way arising out or relating to the contract design. Drawing. Specification, estimates instructions. Order of these conditions or otherwise concerning the work or the execution of failure to execute the same whether arising during the progress of the work or after the completion or abandonment of the contract by the contractor shall also be final and conclusive and binding on the contractor.
Contractor or responsible agent to be present
Deirection of work
Notice to he given before work is covered up
CLAUSE 23- If the contractor or his work people or servants shall break deface, injure or destroy any part of a building in which they may be working, or any building, road, fence, enclosure or grass land or cultivated ground contiguous to the premises on which the work or any part of it is being executed. Of if any damage shall happen to the work while progress from any case due to the negligence of responsibility ( the decision of the Executive Engineer shall be final) the contractor shall at his own expense make good such damage, or. In default, the Engineer-in-charge may cause the same to be made good and the contractor , shall pay any expense so incurred and the certificate of the Engineer-in-charge as to the amount of such expenses shall be final and binding on the contractor .
CLAUSE 24- The contractor shall supply at own cost all materials ( except such , special materials, if any, as may in accordance with the contractor be supplied from the Engineer-in-charge’s stores), plant, tools. Appliance. Implements, ladders, cordage. tackle. scaffolding and temporary works requisite or proper for the proper execution of the work, whether original, altered or substituted and whether included in the specification or other documents forming part of the contract referred to in conditions or not or which may be necessary for the purpose of satisfying or complying with the requirements of the Engineer-in- charge as to any matter as to which under these conditions he is entitled to be satisfied or which he is entitled to require, and shall pay for the carriage of all such things to and from the work. The contractor shall also supply without charge workmen with the means and materials necessary for the purpose of setting out of works, and for counting , weighing and assisting in the measurement or examination of the work , or materials ay ant time . If the contractor fails to do so the same may be provided by the Engineer-in-charge and the contractor shall pay the cost of the same as certified by the Engineer in charge . whose certificate shall be final . The contractor shall also provide all necessary fencing and lights required to protect the public form accident and shall bear the expenses or defence of every suit , action or other proceedings ay law that may be brought by any person for injury sustained owing to neglect of the above precautions, and shall also pay any damages and costs which may be awarded in any such suit action or proceedings to any such person, or which may with the consent of the contractor be paid to compromise any claim by any such person.
Female labour not to be employed
CLAUSE 25- The contractor shall not employ female labour in the execution of the work or ant part thereof within the limits of a cantonment .
CLAUSE-26 The contractor shall not assign or sub-let the contract without the written approval of the .................................................Engineer : and if the contractor does or attempts so to do or becomes insolvent or commences any insolvency proceedings or makes attempts to make any composition with his creditors , or if he or any of his servants or agents either directly or indirectly gives offers or promises any bribe, gratuity, gift. Loan, perquisite, reward or advantage pecuniary or otherwise to any public officer or person in the employ of the Government in any way relating to his officer and employments, or if any such officer or shall become in any way directly or indirectly interested in the contract without having first obtained the permission in writing of the Government , the ........................................... Engineer may thereupon by notice in writing rescind the contract, and the security deposit of the contractor shall thereupon stand forfeited and be absolutely at the disposal of the Government and the same consequences shall ensure as if the contractor had been rescinded under clause 3 hereof, and in addition the contractor shall not be entitled to recover or be paid for any work therefore actually performed under the contract.
Decision of Engineer to be final contractor liable for damages done and for imperfections for three months for certificate .
Contractor to supply plant, ladder, scaffolding etc.
And liable for damages arising from non-provision of light fencing etc.
Work not sub-let
Contractor may be rescinded and security deposit forfeited for subletting, bribing or if contractor becomes insolvent
CLAUSE 27- Any sum payable by the contractor as compensation under any of these conditions shall be deemed to be reasonable compensation fro the act or default in respect of which the same becomes payable without proof of the actual amount of damage or loss sustained .
Changes in constitution of firm.
CLAUSE 28- In the case of a tender by partners , the contractor shall state the name of the members of the firm and shall notify to the Engineer-in-charge any change in the constitution of the firm as soon as such change occurs.
Action where no specification
CLAUSE 29- In the case of any class of work for which there is no such specification as is mentioned in the rule I, such work shall be carried out in accordance with the district specification, and if there is no districts specification, the work shall be carried out in all respects in accordance with instructions and requirement of the Engineer –in-charge.
Definition of work.
CLAUSE 30- In these conditions unless there is something in the subject or context repugnant to such an interpretation, the expression “work” mean the work to be done or executed under the contract or whether such work is permanent or temporary and whether it is original, altered. Substituted or additional.
Contractor’s percentage whether applied to net gross amount or bills ( strike out this clause in the case of an item rate contract)
CLAUSE 31- The additions and deductions on account of the percentage referred to at page 3 of the accepted tender will be calculated on the gross, and not the net amounts of the bills for the work done .
Compensation to workmen
CLAUSE 32- (1) In every case in which by virtue of the provisions of section 12, sub-section (1) of the Workmen’s Compensation Act, 1932, Government is obliged to pay compensation to a workmen employed by the contractor or by any sub- contractor from him in execution of the work Government will recover from the contractor the amount of the compensation so paid: and without prejudice to the rights of the Government under section 12, sub-section (2) of the said Act, Government shall be at liberty to recover such amount or any part thereof by deduction it either from the security money deposited by the contractor or to his credit under clause I of these conditions or from any other sum due by the Government to the contractor whether under this contract or otherwise . (2) Government shall not be bound to contest any claim made against it under section 12, sub-section (1) of the said Act, except on the written request of the contractor and upon his giving to the Government full security for all costs fro which Government might become liable in consequence of contesting the claim.
CLAUSE 33- Notwithstanding anything stipulated in the aforesaid clauses, Government shall have power retain ant sum due to the contractor(s) and set off all claims against him (them) whether arising out of the particular contract or out of any other transaction or contract held by him (them_) alone or in partnership with others.
CLAUSE 34- All disputes in respect of this contract arising between Contractor and the Department will be put to the Superintending Engineer ............................................................and his decision shall be final and legally binding on both parties .
CLAUSE 35- Quantities are liable to variation on other sides without entitling the contractor to compensation on his account .
CLAUSE 36- Contractor shall himself make proper living accommodation water and sanitary arrangement etc. for labour which ordinarily should be arranged through Employment Exchange will give preference Ex-servicemen . He remove any undesirable if order by the department .
CLAUSE 37- Claims not preferred within 48 hours occurrence are liable to be rejected .
CLAUSE 38- No extra payment shall be made to the contractor for making profits and namusa in connection with the executing of work as per G.O. No 355-3B/6 XXIII-IB II dated 22-06-66.
Sum payable by way of compensation to be considered as reasonable compensation without reference to actual loss
CLAUSE 39- During the course of construction if any emergency is forwarded due to any clause or claim of work the contractor shall send a registered notice to the Executive Engineer in charge within a fortnight of the origin of the claims. If he fails to do so on if he postpones of such claims till the completion of work he will be entitled to on compensation .
CLAUSE 40- The contractor shall not influence the workman directly or indirectly labour borne on the muster Roll or by any other contractor by paying higher wages or providing extra facilities without the permission of the Executive Engineer and if dose so contrary to the above will be responsible for the loss or damage caused or claimed by other parties and the decision of the Executive Engineer as to the amount of such damage shall be final and binding on both parties .
CLAUSE 41- This agreement is subject to the standard specification the clearance of size shall be done by contractor at his own expenses .
CLAUSE 42- Income tax at the rate of 2% shall be deducted from the bill in terms of sub section (i) section 194 (0) of Income tax Act XVI of 1972.
CLAUSE 43- The contractor agrees to persuades all his labour and other Employees including casual labour employed by him to adopt family planning teorhnics ( including vaseetomo and tubectony ) on lines with policies and programme announced by the State Government from time to time in relation to the State Government from time to time in relation to the State Government so far as may be applicable and to furnish to Engineer in charge monthly report in this behalf . ( G.O. No 5032/76-23CE/1975-76 dated at Sept.1976.
Schedules showing (approximate ) materials to be supplied from Public Works Stores for Works contracted to be executed and the rates at which they are to be charged for, vide clause 12 of Conditions .
Rate at which the materials will be charged to the contractor
Particulars
Units Rs. P.
Place of delivery
Signature of Contractor Signature of Sub-Divisional Officer Executive Engineer
For family planning purpose in contract .
I.D. Form No.112 PUBLIC WORKS DEPARTMENT, UTTER PRADESH
....................................................................Division .....................................................Sub Division
ITEMS OF PERCEMTAGE RATE-TEMDER OF CONTRACTORS Name of work ...................................................................................................................................
............................................................................................................................................................
Name of contractors ........................................................................................................
GENERAL RULES AND DIRECTIONS FOR THE GUIDAMCE OF CONTRACTORS
1. All works proposed for execution by contract will be notified in a form of invitation to tender
pasted on a board hung up in the office of Sub-Division officer And signed by the ................................... Executive Engineer This form will state the work to be carried out, as well as the date for submitting and opening tenders, and the time allowed for carrying out the work also the amount of earnest money to be deposited with the tender, and the amount of security deposit to be deposited by the successful tenderer and the percentages , if ant, to be deducted from bills. This set of contract documents consisting of copies of drawing and details of the proposed work specifications, schedule of quantities of various items of works and a form of the printed conditions of contract together with the form of tender to be used , signed for the purpose of identification . Sub-Division Officer By the .............................................and approved by the authority competent to make the contract shall be Executive Engineer Available of public inspection ay the office of Sub-Division Officer The ............................during the office hours . Executive Engineer
2. In the event of the tender being submitted by a firm, it must be signed separately by each member thereof, or, in the event of the absence of any partner, it must be signed on his behalf by person holding a power-of-attorney authorizing him to do so.
3. Receipt for payments made on account of work when executed by a firm must also be signed by the several partners, except where the contractors are described in thief tender as a firm in which case the receipt must be signed in the name of the firm by the one of the partners or by some other persons having authority to give effectual receipts for the firm.
4. Any contractor who submits a tender shall fill up the prescribed form of tender striking out the alternative offer on page 3 of the form mot applicable to the case. Tenderers which propose any alteration in the work specified in the form of notice inviting tender or in the time allowed for carrying out the work or which contain any other conditions of any sort, or are not filled up English or accompanied by the deposit of earnest money notified, will be liable to rejection. Tenders shall have the name of the work to which they refer written outside the envelops.
5. (1) The Executive Engineer or this duly authorized assistant will open in the presence of any intending contractor who may be present at the time and will enter the amount of several tenders in s comparative statement in a suitable form . In the event of a tender being accepted a receipt for the earnest money forwarded herewith shall there upon be given to the contractor , who shall thereupon for the purpose of identification, sign copies of the specification and other document mentioned in rule 1. In the event of a tender being rejected the earnest money forwarded with such unaccepted tender shall thereupon be returned to the contractor making the same. (2) When tenders are received by the Sub- Divisional Officer he will open and deal with them in the manner specified above, and will submit them to the Executive-Engineer for orders . The earnest money if in currency noted shall be credited in the cash-book and paid into the Treasury, a receipt in account form no. 3 being given to the party tendering . If earnest money is preferred in any of the securities specified in rule 9, it shall entered in the register of securities Account forms 85 & 86 . Earnest money received in currency notes shall be returned to unsuccessful tenderers as soon as their tenders are rejected the usual stamp receipt being taken.
6. The accepting authority shall have the right of rejecting all or any of the tenders. 7. The receipt of an accountant or a clerk for the earnest money paid by the contractor will not
be considered as any acknowledgement of payment to Sub-Divisional Officer The ...................................and the contractor shall be responsible for seeing that be procures a receipt signed Executive Engineer Sub-Divisional Officer By the ....................................... Executive Engineer
8. The memorandum of work tendered for shall be filled in and completed in the office of Sub-Divisional Officer The ..................before the tender form is issued. Executive Engineer
9. The Amount of the earnest money should ordinarily be- Rs (a) When the amount of the tender does not exceed Rs. 2,000 50 (b) When exceeding Rs. 2,000 and not exceeding Rs 5,000 100 (c) When exceeding Rs. 5,000 and not exceeding Rs. 1,000 200 (d) For each additional Rs. 5,000 of portion of Rs 5,000 a further sum of 100 Such earnest money shall be deposited by the contractor in Government Treasury or Sub-Treasury as laid down in paragraphs 340 (b) (1), 344(b) of the Financial Handbook, Volume V, Part I, Account Rules and receipted Treasury challan attached to the tender . Note – The Officer calling for tender may, in special cases where it would be inconvenient for Tenderers to deposit money into Government treasury, relax the rule , and permit contractors to deposit earnest money with him in cash or currency notes up to a limit of Rs. 100 instead of into a treasury . Such deposits should be treated as “ Public Works Department Deposit “.
TENDER FOR WORKS “ Hereby tender for the execution for the Governor of Uttar Pradesh of the work specified in the underwritten memorandum within the time specified in the memorandum at the rate specified therein, and in accordance in all respects, with the specification designs] drawings end instruction in writing referred to in rule 1 here of and in clause 2 of the conditions of contract and with such materials as are provided for by and in other respects in accordance with such conditions so far as applicable .
MAMORANDUM (a) General description (b) Estimated cost
(a) If several sub- work are included they should be detailed in a separate list .
( c) Estimated cast (b) Vide rule 9 on pate9.
(d) Time allowed for the work from date of written order to commence Months
Rate (e) Tendered (e) sanctioned (f) in figure
Item Item of work
Approximate number of Quantity
Unit Per
Rs. P. (f) in words
(e) Strike out the alternative and attach signature to it .
N.B. ( When tenders are to be submitted at a percentage above or below the rate in the sanctioned estimate the information in all the columns should be filled by the Sub-Divisional Officer/ Executive Engineer). 2. In the case of works when contractors are required to quote their own rates for the different items of work the column (f) should be left blank for tenderers to fill in.
“I” or “we” .......................................tender at ..........................per cent above the rates entered above. Or
Strike out the alternative and attach signature to it .
.....................................tender at the above rates . Should this tender be accepted .....................................hereby agreed to abide by and fulfill all terms and conditions of contract annexed to the approved set of contract documents or in default there of to forfeit and pay to Governor of Utter Pradesh or his successor-in-Office the sums of money mentioned in the conditions.
Give particulars and number
The sum of Rs.....................is herewith forwarded in currency notes as earnest money the full value of which shall be retained by Government on account of the security deposit specified in clause O of the conditions of contract. Dated the day of 19
Signature of witness to contractor’s Signature
.................................... .....................................
Signature of contractor before submission of tender
Witness Address Occupation
Here enter “ Recommended” or “Non recommended”
.........................................
........................................
Signature Signature
Date.....................Sub-Divisional Officer .................... Sub-Division
..........................................
..........................................
Date ............................Executive Engineer ........................Division
.........................................
.........................................
Signature ..........and official designation of the accepting authority
Date Superintending Engineer ...........................Circle Irrigation Works
The above tender is hereby accepted by me on behalf of the Governor of Utter Pradesh. ..............................................
..............................................
Dated ...............................day of ...........................................19
Technical Specification
1.0 General
The work shall be carried out as per latest publication of U.P. Irrigation
Department detailed specifications, except, wherein supplemented or
amended by he specifications as herein below described. In case of
any inconsistency between the two, those defined herein below shall
govern. In case the specifications of any work are not given in either
the U.P.I.D. detailed specifications or herein below, the work shall be
carried out in accordance with the instructions of the Engineer-in-
Charge and shall be read and construed along with the conditions and
conjunct with U.P.I.D. detailed specifications.
2.0 Drawing:
The tentative drawing of the work is available in the office of the
Assistant Engineer (works) head works khand. Agra Canal, Okhla,
New Kelhi-25 However alteration in design and drawing may be made
from the time to time during actual execution of the work and the
contractor shall not be entitled to any extra payment on this account.
3.0 Tools and plants :
The contractor shall himself arrange all the tools and plants required
for carrying out the work.
4.0 Earth Work :
The earth work shall be done as per the profile indicated by Engineer -
in charge.
Excavation shall be carried out to the required lines and levels, widths
and depths so that dimension to permanent work shall to be less than
as indicated. The whole of the excavated earth shall be disposed off
as directed by engineer-in-charge of the work
5.0 Stone Ballast:
It shall be conforming to U.P.I.D. specification No 90. The stones from
which ballast is to be broken shall be hard, clear, free from quarry dust
& vegetation etc. and fit for road metal in every respect. It may be
quartzite or hard sand stone but in no case it should be slate, calcite
or soft stones and if there is any, it should be excluded. The stones
should be obtained from the approved quarry.
The stone must be broken in 90 to 63 mm, 60 to 65 mm and 45 to 25
mm size and this shall be tested by screening. For this purpose
approved type of screens are to be provided by the contractor at his
own cost and no extra payment shall be made to him on this account.
The aggregate or grit shall be free of clay or organic impurities and
shall be washed by the contractor at his own cost, if so required by the
Engineer-in- charge.
6.0 Stacking :
6.01 Surface where stacks are proposed to be made shall be cleared,
leveled off and dressed & all humps depressions etc. shall to remove.
6.02 The stone ballast shall be stacked in convenient unit of 1.2 m top
width, 1.8 m bottom width and 0.30 m height in continuous length of
the road and as per directions of Engineer-in-charge.
6.03 Template of wood or steel shall be used for making the stacks and
shall always be kept at site for checking of measurements. All rejected
materials shall be removed from the site immediately.
6.04 The aggregate shall be measured from the standard stacks laid by the
templates in cum. The templates used and the length of the stacks
shall be recorded to the nearest cm to calculate the contents. Height
of the stacks shall be kept 30 cm, 7.5% voids shall be deducted from
the total quantity of aggregates so measured. Depths of various layers
of aggregate shall be measured and recorded by Engineer-in-charge
of the work at various points for loose and consolidated materials. In
case depths are not in order, the rate of consolidation may have to be
reduced as considered necessary by the Engineer-in-Charge.
7.00 PREPARATION OF SUB GRADE:
The surface of the formation for a width equal to that of soling course
shall first be cut to depth below the proposed finished level equal to
the combined depth of soling and wearing courses (due allowance
being made of consolidation).
It shall than be cleaned of all foreign substances. Any ruts of soft
yielding places that appear due to improper drainage conditions, traffic
hauling or any other cause shall be corrected and the sub grade
dressed of parallel to the finished profile.
8.00 Consolidation of sub grade:
The sub grade shall be sprinkled with water and rolled with minimum 5
numbers of passes of 8-10 tonne smooth wheeled roller till the soil is
evenly and densely consolidated.
All the undulations in the surface that might develop due to rolling shall
be made good with earth or quarry spoils and sub grade rerolled.
9.00 Providing, Laying and consolidation of stone ballast of size 63-90
mm as W.B.M. in base coat
9.01 Spreading coarse aggregate:
(9.0 mm to 63 mm size) (Base coat)
The coarse aggregate shall be spread uniformly and evenly upon the
prepared base in required quantities from stack piles along the side of
the roadway, But in no case shall the aggregate neither be dumped in
heaps directly on the base within the area over which it is to be spread
nor shall the hauling over the partly compacted base be permitted.
The aggregate shall be spread uniformly to proper profile by using
templates placed across the road about 6 meters apart. coarse
aggregate closely packed in a thickness of 150 mm and consolidated
to 112..5 mm with power driven roller.
10.00 PROVIDING, LAYING AND CONSOLIDATION OF STONE
BALLAST 63 TO 45 MM AND 45 TO 25 MM SIZE IN A THICKNESS
OF 100 MM RESPECTIVELY OVER BASE COAT.
10.01 Earthen mends:
Two parallel mud walls 20mm wide 150 mm high shall be formed
along the outer edges of the medalling, leaving a gap between them
equal to the full width of the road way which is 7.50 meters or as
directed by the Engineer-in-charge to confine the metal and prevent it
from spreading under the action of the road roller. These mud walls be
aligned with flags to the satisfactions of the Engineer-in-charge or his
authorized representative and clearance in between them shall be the
exact width of the metal ling i.e. 7.50 meters.
10.02 Laying:
The stone ballast of size 63 to 45 mm shall be free from dirt and shall
be spread over the base coat and closely packed by hand in such a
way that larger places below and the smaller on the top in a thickness
of 100 mm. After consolidation as specified below, grit of size 45 to 25
mm in size shall be spread over the grit of size 63 to 45mm just laid
earlier, in a thickness of 100 mm in the same way as the above grit i.e.
closely packed by hand in such a way that larger pieces below and the
smaller on the top thus making a total thickness of 150 mm. (after
consolidation)
`The surface of the new metal shall be laid in accordance with
templates which shall be centered and set horizontal on the soling
surface of the road at an interval of not more than 5 metres. These
templates shall be made of slope from inner to outer side of 1 in 40
(i.e. 2.5 cm in 1 meter), no matter what the width of metal led surface
my be. The bottom member of the template shall be of a depth equal
to te unrolled thickness of the coat of metal being applied. The metal
when spread shall flush to the top level of the bottom member of the
template.
11.00 Consolidation:
Consolidation of the above laid thickness of material from 100 to 75
mm, shall be done after collecting sufficient water for consolidation.
The metal shall then be rolled with a road roller commencing at the
edges and working towards the center. No water shall be sprinkled
until the pieces of the grit have become sufficiently pressed together
so as not to be displaced by the roller, i.e. until the metal has been
thoroughly compacted together. Water shall be sprinkled and the
surface kept saturated with water and rerolled thoroughly until the
rolling is completed. Rolling shall be continued until and the interstice
below the surface has been filled by the interlocking of the stones, and
until the roller makes no visible impression on the surface.
12.00 Binding Material:
Binding material for consolidation work shall consist of good quality
earth & stone dust in equal proportions.
The earth to be used as plastic or binding material shall be good earth
which shall be carted by contractor as per directions of the Engineer -
in- charge. The stone dust shall be free from dust and foreign
materials.
Both earth & stone dust shall be thoroughly mixed before filling. It shall
be mixed in equal proportions to make a homogeneous mass.
12.01 Filling of binding material:
After the metal ling has been rolled as specified above, the binding
material as previously approved by the Engineer-in-charge or his
authorized representative is to be spread evenly over the whole
surface and to be of such a thickness as will, when watered and rolled,
only just fill and interstices. After the spreading of the binding materials
the surface is to be well rolled and watered to such an extent that the
binding material is formed into a slurry. The slurry is to be brushed
slightly with besom brushed backwards and forward in front of the
working roller and the rolling & brushing is to continue until the surface
is passed by the Engineer-in-charge or his authorized representative.
13.00 Instruction for portion to be covered :
Not more than 200 meters of road shall be under operation in any one
kilometer at one, and the same time .i.e. not more than 100 metres of
road shall be under spreading and 100 meters under consolidation in
any one kilometer of the road at the same time.
The surface of the aggregate spread shall be carefully checked up and
all high and low spots corrected by removing or by adding aggregates
as may be required and ensure a finished surface without variation
greater than 12.5. mm when a 3.0 m long straight edge is laid parallel
to center line of the road .
14.00 Setting and Drying :
After the final compaction of water bound macadam coarse the road
shall be allowed to dry overnight. Next morning hungry spots shall be
filled with screenings of binding materials as directed, lightly sprinkled
with water if necessary and rolled.
15.00 Rates:
The tendered rate shall include all tools and plants barriers light, water
charges and working expenses of road roller as well as wages of
mechanic etc. cleaning and repair, maintenance of side parties,
making earthen mends, and all labour binding material and cost of 90
to 63 mm 63 to 45 mm & 45 to 25 mm size stone ballast etc. that may
be required for the proper completion of the work of consolidation. The
rate shall be quoted per cubic meter. This includes all taxes, royalty
etc. without any benefit of escalation of cost under any circumstances.
16.00 Proving and applying tack coat of paving bitumen 80/100 or
equivalent approved quality :
16.01 Preparation of the surface:
Before the application of the maxphalt, surface of the road shall be
thoroughly cleaned of all caked mud and cow dung etc. with stiff
broom, if necessary with wire brushes. The wire brush would only be
used if the foreign matter is caked so hard that the broom fails to
remove it. the road shall then be swept with brass brooms followed by
house maids brushes of medium softness. Immediately prior to
painting it shall be blown free of all dust by means of gunny bags or if
available, mechanical blowers. The dirt and dust removed from the
surface shall be removed and deposited at a distance from the roa
and away from prevailing wind. Only that portion of surface shall be
boomed and brushed which can be painted the same day and final
clearing by blowing shall not proceed the application of asphalt by
more than half an hour.
16.02 Tack Coat:
The binder shall be heated in the boiler to temperature as specified for
the grade used and maintained at that temperature. The use of
thermometer is essential.
The binder shall be applied evenly to the clean dry surface preferably
by means of a pressure sprayer at the rate of 1.00 kg per m2 of the
road surface or as specified. An even and uniform distribution of the
binder shall be ensured.
The binder shall be applied longitudinally along the length of the road
and never across it. The edges of the binder surface shall be defined
by wire or a cord stretched in position.
Heating in cut out drums and pouring from perforated ring, cans and
such other methods shall normally not be permitted, except with the
specified approval of be Engineer-in charge.
Excessive deposits of binder caused by stepping or starting of the
sprayer or through leakage or any other reason shall be suitably
corrected.
16.03 Rate:
The rate shall be quoted per sq.m. including all cost of all material and
labour required to complete the work.
17.0 Bitumenous Macadam using hot mix Plant
General
This shall consist of construction of a single or more courses of
compacted crushed aggregates premixed with bitumen laid
immediately after application of the tack coat. The thickness of single
compacted course shall not exceed 25mm.
Materials
Aggregates
a) These shall be crushed or broken from hard stones obtained
from approved quarry. These shall be clean, strong, durable of
fairly cubical shape and free from disintegrated soft, friable,
thin, elongated or laminated pieces. These shall also be free
from dirt, organic, deleterious and any other foreign matte and
adherent coatings. These shall conform to the physical
requirements.
b) Grading
Aggregates shall conform to grading as specified
Bitumen
It shall be straight run bitumen of penetration value 80/100
conforming to IS:73 and the content shall be as determined.
Mixing
Weather & Seasonal Limitations
Bitumen macadam shall not be laid during rainy weather or when the
surface is damp or wet or when the temperature is less then 16deg. C
under shade
Plant
A hot mix plant of adequate capacity not less than 30 tonne per hr.
capacity and capable of producing a proper and uniform quality mix
shall be used form preparing the mix. The plant may be either a batch
type or a continuous one, having a co-ordinated set of essential units
such as a drier for heating the aggregates, device for batching/feeding
by weight or volume the required quantities of aggregates, a binder
heating and control unit for metering out the correct quantity of heated
binder together with a mechanical mixer for thorough mixing of the
binder and aggregates.
Temperature
The temperature of the binder at the time of mixing shall be in the
range of 150 deg. C-177 deg. C and of aggregates in the range of 155
deg. C-163 deg. C. At no time, however, shall the difference in
temperature between the aggregates and the binder exceed 14 deg.
C. At no time shall bitumen or aggregates be over heated the hot
graded aggregates and bitumen shall be measured separately and as
accurately as practicable, to the proportions in which they are to be
mixed. Mixing shall be done thoroughly so that a homogeneous
mixture is obtained in which all the particles are uniformly coated.
If feasible, a suitable site as approved by the Engineer-in-charge near
the works site for the mixer and for the storage of materials shall be
provided, free of rent to the contractor. No claim whatsoever on this
account shall be entertained by the Department.
Transporting Mixed Materials
The mixed materials shall be transported from mixing plant to the point of use
in clean vehicles. Every precaution shall be taken to avoid segregation
of mixed materials and to ensure that they do not become
contaminated with dust or foreign matter. In order to maintain
satisfactory temperature of materials in transit, particularly in cold
weather, and to prevent undue loss of heat, adequate precautions
shall be taken by covering the materials to ensure that the materials
are properly protected during transportation.
The temperature of the mix in every transporting vehicle shall be
checked immediately prior to discharge into the spreader. If the
temperature of any batch is below the laying temperature specified,
the mix shall be rejected and shall be removed from site immediately.
Laying
The mix transported from the hot mix plant to the site shall be spread
with suitable screeds capable of spreading, tamping and finishing the
mix true to specified width and profile without causing segregation,
dragging, burning, irregularities or other surface defects. The
spreading shall be capable of being operated at a speed consistent
with the character of the mix and the thickness of the course being
laid, so as to produce a surface having a uniform desity and surface
texture. Where not operated on side forms. The spreader shall employ
equalizing runners, evener arms or other devices to adjust the profiles
and confine the edges of the course to true lines. The temperature of
the mix at the time of lying shall be in the range of 110 deg. C to 135
deg. C.
Rolling
After spreading of the mix, consolidation shall be done by an approved
power driven roller or rollers weighing not less than 8/10 tonnes each.
Rolling shall be done with care to keep from unduly roughening of the
pavement surface. Rolling shall start longitudinally at the sides and
proceed towards the centre of the pavement, over lapping on each
successive trip by at least one half the width of a rear wheel. End shop
channel boards may have to be used if the middle portion of the
pavement is taken first. Alternate strips of the roller shall be slightly
different lengths.
Bitumen Content
a) A representative sample about 500 gms is exactly weighted
and placed in the bowl of the extraction apparatus and covered
with commercial grade of benzene. Sufficient time (Not more
than 1 hour) is allowed for the solvent to disintegrate the
sample before running the centrifuge.
b) The filter ring of the extractor is dried, weighed and then fitted
around the edge of the bowl. The cover of the bowl is clamped
tightly. A beaker is placed under to collect the extract.
c) The machine is revolved slowly and than gradually the speed is
increased to a maximum of 3600 r.p.m. The speed is
maintained till the solvent cease to flow from the drain. The
machine is allowed to stop and 200 ml of the benzene is added
and the above procedure is repeaed.
d) A number of 200ml of the solvent additions (Not less than 3)
are used till the extract is clear and not darker than a light straw
colour.
e) The filter ring from the bowl is removed, dried in air and then in
oven to constant weight at 115 deg. C and weighed. The fine
materials that might have passed through the filter paper are
collected back from the extract preferably by centrifuging. The
material is washed and dried to constant weigh as before. The
percentage of binder in the sample is calculated as follows:-
f) Percentage binder in the total mix=
W1-(W2+W3)+W4
W1
Where
W1 = Weight of sample
W2 = Weight of sample after extraction
W3 = Weight of fine material recovered from the extract
W4 = Increase in weight of the filter ring
Field density determination by sand replacement method
It shall be carried out in accordance with the procedure.
Acceptance Criteria of field density
The optimum density for bitumen macadam on consolidation shall be
taken as the density achieved in Marshall mould with 75 blows on
each end of the specimen after compaction in laboratory by method
similar to Marshall method. The field density determined as above
shall in no case be less than 93% of the optimum density.
The speed of the roller shall not exceed 5 km per hour and shall at all
points be slow enough to avoid displacement of the mixture and any
displacement occurring as a result of reversing the direction of the
roller, or from any other cause, shall at once be corrected by the use
of rakes and addition of fresh mixture where required.
When the roller has passed over the whole area once, any high spots
or depressions which become apparent shall be corrected by
removing or adding fresh material. Rolling shall then proceed
continuously with at least 10 passes of the roller till no further
compaction is possible. To prevent adhesion of the mixture to the
wheels of the roller, the wheel shall be kept damp with water, but
excess of water shall not be permitted. In no case shall fuel lubricating
oil be used for the purpose.
Joints
Longitudinal joints and edges shall be constructed true to the
delineating line parallel to the centre line of runway. The longitudinal
lane joints shall be truly vertical in straight lines which are continuous
for the full length of the pavement, of in smooth curves around bends.
The exposed vertical edges of the longitudinal lane joints shall be
carefully cut back and trimmed to firm material in the compacted lane,
or for a minimum of one and a half times the layer thickness,
whichever is the greater. Arising from this operation shall be removed
from the pavement and the underlying surface cleaned. The exposed
joints shall then be cleaned and painted with hot bitumen immediately
before the laying of lane continues. Nothing extra shall be paid on this
account.
Transvers joints
They shall be formed at right angles to the longitudinal joints, and truly
vertical. The exposed vertical edges of the transverse joints shall be
cut back and trimmed to firm material or for a distance of not less than
1.5 times the thickness of layer whichever is greater. Arising from this
operation shall be removed from the pavement and the underlying
surface cleaned. The exposed joints shall then be cleaned and painted
with hot bitumen immediately before the laying of the land continues.
Nothing extra shall be paid on this account.
Pavement Edges
Pavement shall be laid to correct width and alignment. To achieve
straight and vertical edges, contractor shall either use adequate side
shuttering or cut back the edges to correct width and alignment by
removing extra mix spread. Nothing extra shall be paid on this
account.
Quality Control
The quality controls tests shall be carried out at frequencies as
required.
In case Bitumen macadam is to be paid on team Bitumen Laid under
this contract, the finished levels of the lean bitumen macadam base
shall be taken as initial level for this purpose
Quantity for payment shall be the theoretical quantity or the actual
quantity whichever is less.
Rate
The rete shall include the cost of all materials Plant, machinery and labour
required in all operations described above including all cartage and lifts
involved. It shall be quoted in Rs. Per Cu M of Bitumen ous Macadam.
Consumption
Bitumen 80/100 - 156 kg/M3
Bitumen 20 - 1.00 M3/M3
Bitumen 80/100 - 156 kg/M3
Bitumen 12 - 0.50M3/m3
18.00 Btumenous contrete or asphaltic concrete using hot mix plant 40
mm thick.
Materials:
18.01 Binder ( Bitumen)
The paving bitumen shall be used which shall confirm to is 73-1961 of
grade A-90 ) Penetration of 80/100)
The binder shall be supplied and arranged by the contractor he shall
obtain these from approved manufacturers of their authorized dealers
agents and deliver to site in makers sealed containers bearing i.s.i.
marking etc. binder brought in damaged containers shall not be
accepted.
18.02 Coarse aggregate 20 mm size:
The coarse aggregate shall consist of crushed stone .These shall be
clean, strong durable, of fairly cubical shape, free of disintegrate
pieces organic or other deleterious matter and adherent coatings. The
aggregate shall preferable be hydrophobic and of low porosity and
shall satisfy the physical requirements.
18.03 Fine Aggregate 10 mm size :
The Fine aggregate shall consist of crusher screenings natural sand or
a mixture of both. These shall be clean, hard, durable uncoated, dry
and from injurious soft of flaky pieces and organic or deleterious
substances.
18.04 Filler:
The filler shall be an inert material, the whole of which passes through
600 micron sieve , at least 90% passing 150 micron sieve and not less
than 70% passing through 75 micron sieve.
Stone aggregate 20 mm nominal size shall be used & shall pass
wholly through 25 m, 1.5 sieve shall be wholly retained through 6.3-
mm is sieve.
18.05 Properties of material:
The binder content of premixing shall be 6.5% by weight of totally mix
the quantities of aggregate shall be sufficient to yield the specified
thickness after compaction.
18.06 VARIATION IN PROPORTIONING OF MATERIALS
The proportioning of materials with approved job mix formula and
producing a uniform mix shall be ensured. A variation in binder content
of 0.3% by weight of total mix, shall however be permissible.
18.07 WEATHER AND SEASONAL LIMITATIONS
Dense carpeting shall not be laid during rainy weather or when the
base coarse is damp or wet.
18.08 PREPARATION OF BASE:
The base on which asphalti concrete is to be laid, shall be prepared,
shaped and conditional to be specified lines, grade and cross
sections. The surface shall be thoroughly swept and scraped clean
and free of dust and foreign matter.
18.09 PREPARATION OF MIX
The material shall be used as detailed below.
S.No. Name of materials Wearing Coarse for 100m2 finished Surface 40mm completed thickness
____________________________________________________________ 1. Bitumen 80/100 624 Kg,
2. Stone aggregate 20mm 4.02 M3
3. Stone Aggregate 10mm 2.26M3
4. Cement 2.88 Qtl.
The quantities of aggregate shall be calculated by deducting 7.50%
voids for 20mm and 5% for 10mm size of stack measurements.
The mix shall be prepared by using a hot mix plant of adequate
capacity to yield a mix of proper and uniform quality. The plant may be either
batch type or a continuous one, having a co-ordinated set of essential units
such as dryer for heating the aggregate to the desired extent, arrangements
for grading and batching the aggregate by weight or volume, a binder heating
and control unit for metering out the correct quantity of heated binder, and a
paddle mixer for intimate mixing of the binder and aggregates. A fine feeder
for incorporation of the correct quality of filler is also a Necessary auxiliary.
The binder temperature should be well within limits specified for the
binder so that the viscosity of the heated binder is between 150-300 centi-
stoke for which the normal temperature range for paving bitumen is between
150o - 170 o C (300 - 350 oF). At no time should be difference in temperature
between the aggregate and binder exceed 14o C (25oC) .
The temperature of the mix at the time of laying shall not exceed
163oC (325oF) and shall not be less than 121oC (250oF). Engineer-in-charge
may depute his representative at hot mix plant to watch the quality if so
desired by him.
18.10 TRANSPORTING MIXED MATERIALS:
The mixed materials shall be transported in the clean vehicles from
the mixing plant to work site.
Every precaution shall be taken to avoid segregation of mixed
materials and to ensure that they do not become contaminated with dust or
foreign matter. In transit particularly in cold weather, adequate precautions
will be taken to properly cover the materials to prevent loss of heat. The lead
shall also be judiciously selected depending upon the conditions of the route
and the traffic intensity.
18.11 SPREADING THE MIX:
The mix may be carried from the Mixer by tipper trucks or trolleys to
the work site and spreading done preferably by skilled man power capable of
spreading, tamping and finishing, the mixture to grade, line and cross
section. The temperature of mix at the time of laying shall be in the range of
120o – 163oC. The mix shall be spread in such a manner and at such spread
that after compaction, the required thickness of the carpet is uniformly
achieved. Longitudinal joints and edges shall be constructed true to line and
as for as possible, parallel to the centre line of the prepared road.
Longitudinal joints shall be offset by atleast 150 mm from those in base
course, if any. All joints shall be cut vertically to the full thickness of the
previously laid mix and surface painted with hot bitumen before placing fresh
material.
18.12 COMPACTION:
The mix, after spreading, shall be thoroughly compacted, rolling with
rollers at a speed not more than 5km. per hour. The initial rolling shall be
done with 8-12 tonne three wheel roller, the rolling shall commence
longitudinally from the edge and progress towards the centre. Except on
super elevated portions rolling shall progress from the lower to the upper
edge, parallel to the centre line of the pavement. The roller shall proceed on
the fresh materials with rear wheel leading so as to minimize the pushing of
the mix. Each pass of the roller shall overlap the proceeding one by half the
width of the rear wheel. The final rolling shall continue till the mix is fully
compacted and no roller marks are left on the surface. The compaction shall
be done to the satisfaction of Engineer-in-charge. Rolling operations hall
conducted when the mix is neither too hot nor too cold so that showing in of
hair cracks may be eliminated.
The finished surface shall be tested with a straight edge 3m long and any
irregularity greater than 6mm, in the longitudinal direction and 4mm in the
transverse direction shall be corrected.
18.13 MEASUREMENT:
The bituminous mix laid, consolidated and finished shall be measured.
The length and breadth shall be measured to nearest CM. The contract will
be paid in square metre with respect to minimum required thickness. In case
the thickness is less than the required thickness the lesser ratio of area will
be paid. But in case of more than required no extra area shall be payable.
The rate shall include the cost of materials and labour involved in all the
operations desired above, including cost of cleaning the previous base, but
excluding the cost of filling pot holes or leveling in irregular and wavy base.
The rate also includes full compensation for:
a) Making arrangements for traffic except for repair to shoulders and
constructions of a diversion.
b) All royalties, fees, rents, where necessary.
c) Tools, equipments and incidentals to complete the work to the
specification.
d) Carrying out the work in part width, where directed.
19.00 MODE OF PAYMENT:
The payment shall be made as per satisfaction of Engineer-in-charge
and in no case payment will be made in more than one running and then final
bill.
20.00 PRECAUTIONS DURING WORK:
The contractor shall take all due precautions to avoid accidents to
pedestrians and to all kinds of road traffic, both by night and by day, where
consolidation is in progress, and shall be held responsible for all accidents
caused by the neglect of such precautions. While the work is in progress, a
barrier shall be erected at each end at a distance of 6 metres from the portion
in hand. A red flag shall be placed continuously at each barrier by day and
two red rights by nights. Similar flags and light shall be created at junctions of
the work with roads. The barrier shall consist of a pole or bamboo in length
equal to the width of the metalled road supported by trestles at a height of 1.0
metre above the road surface. The adjacent earthen sides shall be kept free
from materials, tools and other obstructions and maintained in repair for the
use of the traffic during the consolidation.
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal from Kalindi Kunj to Palla bridge (Km.11.290)
2. Site of Work : B/W km. 2.888 to Km. 3.345 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 6000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 1
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 800.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
340.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
230.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
230.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2300.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
120.00
M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2300.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
450.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal
from Kalindi Kunj to Palla bridge (Km.11.290) 2. Site of Work : B/W km. 3.345 to Km. 3.735 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs.300.00 5. Earnest Money : Rs. 66000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 2
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 800.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
345.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
230.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
230.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2300.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
120.00
M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2300.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
400.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal
from Kalindi Kunj to Palla bridge (Km.11.290) 2. Site of Work : B/W km. 3.735 to Km. 4.060 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 3
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal from Kalindi Kunj to Palla bridge (Km.11.290)
2. Site of Work : B/W km. 4.060 to Km. 4.383 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 68000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 4
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 900.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
360.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
240.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
240.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2400.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
120.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2400.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
320.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal
from Kalindi Kunj to Palla bridge (Km.11.290) 2. Site of Work : B/W km. 4.383 to Km. 4.750 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 5
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
275.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
275.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2750.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
140.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2750.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
370.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal from Kalindi Kunj to Palla bridge (Km.11.290)
2. Site of Work : B/W km. 4.750 to Km. 5.100 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 6
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal from Kalindi Kunj to Palla bridge (Km.11.290)
2. Site of Work : B/W km. 5.100 to Km. 5.450 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 7
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal from Kalindi Kunj to Palla bridge (Km.11.290)
2. Site of Work : B/W km. 5.450 to Km. 5.800 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 8
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal
from Kalindi Kunj to Palla bridge (Km.11.290) 2. Site of Work : B/W km. 5.800 to Km. 6.150 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 9
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal from Kalindi Kunj to Palla bridge (Km.11.290)
2. Site of Work : B/W km. 6.150 to Km. 6.500 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 10
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal from Kalindi Kunj to Palla bridge (Km.11.290)
2. Site of Work : B/W km. 6.500 to Km. 6.850 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 11
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
BILL OF QUANTITY
1. Name of work : Widening of existing service road along Agra Canal
from Kalindi Kunj to Palla bridge (Km.11.290) 2. Site of Work : B/W km. 6.850 to Km. 7.200 3. Tender Notice No. : 17/EE/2007-08 4. Cost of Tender Form : Rs. 300.00 5. Earnest Money : Rs. 74000.00 6. Time of Completion : 3 Months 7. Date of opening of tender : 28-02-2008 8. Lot Not. : 12
S. No. Name of Item Qty. Unit Contractor’s Rate in
In Fig. In words. 1. Earth work in excavation in making sub grade. 1000.00 M3 2. Providing, laying and consolidation of stone ballast of size
63-90 mm as W.B.M. in base coat. Including cost of all material, carriage laboure and T & P etc.
400.00 M3
3. Providing, laying and consolidation of stone ballast of size 45-63 mm as W.B.M. in inner coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
4. Providing, laying and consolidation of stone ballast of size 25-45 mm as W.B.M. in top coat. Including cost of all material, carriage laboure and T & P etc.
260.00 M3
5. Providing & laying tack coat on granular surface (W.B.M.) with hot bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
6. Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate and bitumen, grade 80/100. Including cost of all material, carriage laboure and T & P etc.
130.00 M3
7. Providing and laying hot bituminous concrete 40mm thick on prepared surface with specified graded stone aggregate and bitumen 80/100. Including cost of all material, carriage laboure and T & P etc.
2600.00 M2
8. Supplying & laying brick on edge soling Including cost of all material, carriage laboure and T & P etc.
350.00 M2
Executive Engineer
Head Works Dn. Agra Canal Contractor Okhla, New Delhi-25
