oht tender
TRANSCRIPT
................................................DOCUMENTS.
FOR
CONSTRUCTION
OF
AT K.M. OF
CONSTRUCTION OF RCC OVER HEAD TANK AT WORK
SHOPCOMPOUND KALPIPARA
SARYU NAHAR KHAND-4, BAHRAICH
TENDER
(CONTENTS)
SL.NO. PARTICULARS PAGE NO.
1. Invitation of Tender 2. I.D. Form No. 112 and schedule of bids 3. I.D. Form No. 111 4. Schedule 'B' 5. Schedule 'C' 6. Schedule 'D' 7. SPECIAL CONDITIONS OF CONTRACT CHAPTER-1
1.1 Definition 1.2 Death, Bankruptcy of contractor 1.3 Acccess to the contractor's Bank 1.4 Contract documents and matters to be treated as confidential. 1.5 Use of construction facilities to other contractors and Government
employees.
1.6 Finds of the work. 1.7 Errors, omission and discrepancies 1.8 The site. 1.9 Drawings
1.10 Roads in work area. 1.11 Contractor not to dispose off soil etc. 1.12 Land 1.13 Employment of labour brought by other contractors. 1.14 Rate for increase in quantities. 1.15 Juri-diction.
CHAPTER-2 PLANT, EQUIPMENT & CONSTRUCTION POWER. 2.1 General 2.2 Conditions for the hire of Government machinery. 2.3 Construction Power.
CHAPTER-3 MATERIALS 3.1 General 3.2 Cement 3.3 Issue Rates 3.4 Consumption of cement 3.5 Excess consumption of materials 3.6 Contractor's Godown 3.7 Materials to be supplied by the contractor 3.8 Deviations, Alterations etc. in the materials 3.9 Reference specifications.
CHAPTER-4 EXECUTION OF WORKS AND CONSTRUCTION PROGRAMME
4.1 Date and drawing to be furnished 4.2 Stacking out of works 4.3 Lines and Grades 4.4 Bench Marks and survey stakes 4.5 Works subject of Inspection of Technical Audit Cell. 4.6 contractor to be responsible for the
sufficiency of means employed
4.7 Materials, Workmanship etc. 4.8 Period and Hours of work 4.9 Spead of work
4.10 Contractor responsible for maintenance of works during construction
4.11 Construction Programme 4.12 Clearing up
SPECIFICATIONS 8. CHAPTER-1 EARTHE WORK 1.0 TO 1.12 EARTH WORK in excavation of foundation
1.13 Measurement of Earth Work and Payment CHAPTER-2 DEWATERING.
SL.NO. PARTICULARS PAGE NO.
CHAPTER-3 CEMENT CONCRETE WORK. 3.01 General 3.02 Composition 3.03 Quality 3.04 Cement 3.05 Air entraining Admixture 3.06 Fine Aggregate 3.07 Coarse Aggregate 3.08 Water 3.09 Proportioning of concrete 3.10 Batching and mixing concrete by volume 3.11 Mixing 3.12 Conveying 3.13 Placing 3.14 Time interval between mixing and placing 3.15 Concrete on earth foundation 3.16 Vibration of concrete 3.17 Replacement of rejected concrete 3.18 Curing and protections 3.19 Repair of concrete 3.20 Finishing of concrete surface 3.21 Vibaration in cement content of concrete 3.22 Strength of concrete 3.23 Measurement of concrete 3.24 Rate
CHAPTER-4 CENTERING & SHUTTERING 4.01 General 4.02 Inspection of forms 4.03 Form sheating and lining 4.04 to 4.05 Form Ties 4.06 Removal of forms 4.07 Scaffolding for centering and shuttering 4.08 Measurement and payment
to 4.10
4.11 Slurry CHAPTER-5 JOINT FILLER BOARD
5.01 Joint filler board. CHAPTER-6 STEEL REINFORCEMENT
6.01 General 6.02 Quality of reinforcement 6.03 Placing of reinforcement 6.04 Joints in reinforcement bars 6.05 Overlap Joints 6.06 Welded Joins 6.07 Measurement and payments
CHAPTER-7 Ist Class brick-work in 1:3 or 1:4 cement mortar. CHAPTER-8 Cement pointing (Struck) CHAPTER-9 Expansion Joint Drainage, spout, Bearing & Wheel Guards.
9.01 Expansion Joint 9.02 Drainage Spout 9.03 Bearing 9.04 Wheel guard
9. R.C.C. Railing 10. Contractor's Warranty 11. Certificate of relation ship 12. Drawing.
Each tenderer is advised to carefully examine the conditions of contract, drawings and specifications, visit the site of works and fully satisfy and acquaint himself with the nature and locations of the work configuration of ground spring levels, sub-surface conditions, nature of the river and its character and hydrology, quality and quantity of materials required, character and quality of materials to be encountered, character of equipment and facilities needed for the prelimineries and during the execution of the work, leads and lifts involved, the diversions, and pumping problem etc. and the general and local conditions which may in any way affect the work or the cost thereof. 3.00 Tenders will be submitted in the I.D. Form No. 112 in sealed cover (envelope)
marked on the upper left hand corner "Tender for construction of in District_________________________________ 4.00 Unless delivered personally, tenders should be submitted by Registered post.
Tenders may be addressed as follows :-
EXECUTIVE ENGINEER
U.P. India
Forwarded by post, the sealed envelope containing the tender and marked as directed
above, shall be enclosed in another envelope properly addressed. Tenders received late or
after the specified time as mentioned above shall not be entertained. Telephonic or
Telegraphic bids shall not be accepted.
5.00 Tendered rates shall be legibly written in English or in Hindi in ink, in Indian
currency in words and figures. The rates in words will Govern. In case of any
discrepency between unit prices and amounts, unit prices will Govern. Erasures and
over witings are strictly prohibited and all corrections must be intialled and dated by the
tenderer.
6.00 Each tender shall contain the name, residence and place of business of the
person or persons tendering for the work and shall be singned by the tenderer with his
usual signature. It shall be signed with the partnership name by one of the members of
the partnership or by and authorised representative followed by the name and
designation (in capital letters) of the person signing the tender.
Tenders by corporations shall be signed with the legal name of corporation followed by
the name of states and by the signature and designation of the president, other person
authorised to bid it in the matter. Attested copy of consititution of the firm with the name
of partners shall be furnished. Letters of attorney authorising the person to sign the
tender shall also the furnished.
7.00 Each tender shall be accompanied with an amount of Rs. __________________
ad earnest money in the form of a Bank call Deposit, F.D.R., or N.S.C. securities
post office Saving Bank Pass Book dly pledged in favour of Executive
Engineer, _______________________________________. Earnest money in cash or
cheque shall not be accepted.
8.00 The tender shall be sbmitted with th following information.
8.01 A declaration that the contractor is an Engineering construction firm who has
successfully carried out large works of this nature and has adequate organisation
including experienced personnel to handle job of the type and magnitude and that he
undertakes to get himself registered in India whithin three months of the date of the
notice of acceptance of the tender, in case he is not already so registred.
8.02 A brief description of major works previously executed by him after the tender
has been opened, tenderer may be required to submit detailed particulars of such works
alongwith the manner of their execution and any other information that may satisfy the
Superintending Engineer, that the contractor has adequate organization including
experienced personnel for efficient execution of the work.
9.00 The Superintending Engineer _______________________________________,
U.P., India may revise or amed the specifications and drawing prior to the date notified
for opening of the tenders, such revision, amendments, if any will be communicated to
all prospective tenderers as addendum or addenda to this invitation of tender. All
tenderers should incorporate the addenda which are fully part of this tender as if herein
set out or if not attached as if hereto attached.
10.00 In consideration of the Government having treated the tenderer be an eligible person whose tender may be considered, the tenderer shall agree to the condition that the proposal in responses to this invitation shall not be with drawn by the tenderer with in One hundred & twenty days from the date of opening of the tender, and also to the condition that if thereafter the tenderer does withdraw his proposal within the said period the earnest money deposited by him may be fortified to the Governor of Uttar Pradesh in the discretion of the later.
NOTE- 1- If subsequent to the subimission of the tender, any tenderer amends, alters or modifies the contents of this tender which are not acceptable to the department, then for the purposes of these conditions the tnderer shall be deemed to have with drawn his proposals.
2- If a tenderer, who is exempted from furnishing earnest money, withdraws his proposal within the said period, he mayin discretion of the Government of Utter Pradesh be debarred for tendering for a period if one year reckoned from the date of opening of the tender.
And the tenderer hereby alsoagrees that if subsequent to the submission of his tender, the tenderer amends, alters, or modifies the contents of his tender which are not acceptable to the department then the tenderer shall for the prpose of the aforesaid conditions, be deemed to have withdrawn his poposal.
11.00 Any explanation desired by bidders regarding the meaning or interpretations of the drawing and specification must be requested in writing and with sufficient time allowed for a replay to reach them before submisasion of bids.
12.00 The earnest money received with a tender shall be refundable when tender has been finally rejected.
13.00 Tenderers should always clearly specify in the tenders whether or not any of their relatives are employed in the State Irrigation Department and if so their names, disignations and places of posting should be given. Failure in the part of the tenderer to correctly disclose the names disignation and places of postings would render the earnest money-security deposit of the tenderer liable to be fortified and the contract, if executed, liable to be rescinded.
14.00 The tenderers are hereby informed that they have to tender rates for each and every item contained in the schedule of quantities and bids, as per conditions and provisions of this tender, otherwise their tender will not be considered.
15.00 While deciding the tender, due consideration shall be given to tenderer's previous experience in having handled works of similar nature and magnitude, his organisational and technical knowledge the equipment and machinery available with the tenderer his financial capacity as well as the existing commitments of tender.
16.00 The tender shall remain open for acceptance for a period commencing from the date of submission of the tender and ending with the expiry of one hundred and twenty calender days from the date fixed from opening of the tenders.
17.00 The person or persons who tender is accepted (here in called the contractor) shall with in one week after the acceptance of his or their tender, deposit in the form of securities such sum as well, with the tender, amount to 10% of the total cost of tender.
Superintending Engineer
U.P. India.
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AGREEMENT (To be submitted on General stamp paper)
of Rs. 100.00 only with a Revenue stamp of
Tender invited by :- E.E. S.N.K.-4, BAHRAICH Tender for :- CONSTRUCTION OF RCC OVER HEAD TANK AT WORK SHOPCOMPOUND KALPIPARA Tender Notice No. 02/E.E./SNK-4/2008-09 & date 15.11.2008
Name of Tenderer In Consideration of the Government of Uttar Pradesh having treated the tenderer to be
an eligible person whose tender may be considered, the tenderer here by agrees to the
conditions that the proposal in response to the above invitation shall not be withdrawn within
120/90 days from the date of opening of the tender and also to the condition that if after the
tenderer does withdraw his proposal within the said period, the earnest money deposited by
him may be forfeited to the Governor of Uttar Pradesh in the discretion of the letter.
The tenderer hereby also agrees that if subsequent to submission of his tender, the
tenderer amends, or modifies the contents of his tender which are not acceptable to the
department, then the tenderer shall for the purpose of the aforesaid condition be deemed to
have withdrawn his proposal.
Signed this day of
Witness TENDERER
I.D. FORM NO. 112
I.D. FORM NO. 112
PUBLIC WORKS DEPARTMENT UTTAR PRADESH
S.N.K-4, BAHRAICH Division BAHRAICH Sub Division
ITEM OF PERCENTAGE RATE-TENDER OF CONTRACTORS
Name of work - CONSTRUCTION OF RCC OVER HEAD TANK AT WORK
SHOPCOMPOUND KALPIPARA
Name of contractor....................................................................
GENERAL RULES AND DIRECTIONS FOR THE GUIDANCE OF CONTRACTORS
1. All works proposed for execution by contract will be notified in a from of invitation to tender pasted on a board hung up in the office of and signed by the Sub-Divisional Officer kgkg -------------------------------------------------------------------------------------------Executive Engineer
This from 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 carnets money to be deposited with the tender and the amount of the security deposit to be deposited by the successful tenderer and the percentages, if any 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 the works and a form of the printed conditions of contract together with the form of tender to be used signed for the purposes of identification by the Sub-Divisional Officer and approved by the authority competent to make -----------------------------Executive Engineer
the contract shall be available for public inspection at the Office of the Sub-Divisional Officer kgkg -------------------------------------------------------------------------------------------Executive Engineer during the office hours.
2. In the even of the tender being submitted by a firm, it must be signed separately by each member there of in the event of the absence of any partner it must be signed on behalf by a 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 their tender as a firm in which case the receipt must be signed in the name of the firm by one of the partners or by some-other persons having authority to give receipts for the firm. 4. Any contractor who submits a tender shall fill up the prescribed form of tender striking out alternative office on page 3 of the form not 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 in English or not 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 envelope. 5. (1) The Executive Engineer; or his duly authorized assistant will open tender in the presence of any intending contractors who may be present at the time and will enter the amounts of several tenders in a comparative statements in a suitable form. In the event of a tender being accepted, a receipt for the earnest money forwarded here with shall thereupon be given to the contractor, who shall thereupon for the purpose of identification, sign copies of the specification and other documents mentioned in rule I. 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 Office he will open and deal with them in the manner specified above, and will submit then to the Executive Engineer for orders. The earnest money if in currency notes 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 in preferred in any of the securities specified in Rule 9, it shall be entered in the register of securities. Account form 85 and 86, Earnest money received in currency notes shall be returned to unsuccessful tenderers as soon as their tender 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 if Payment to the Sub-Divisional Officer and -------------------------------------------------------------------------------------- Executive Engineer Contractor shall be responsible for seeing that he procures a receipt signed by the Sub-Divisional Officer- gkkgkkgkgkgkg-------------------------------------------------------------------------- kExecutive Engineer
8. The memorandum of work tendered for shall be filled in and completed in the office of the Sub Divisional Officer offer the tender form is issued kgkgkgkgkglkglkgkfkgfkgkgfgkfkgflkg k Executive Engineer 9. The amount of earnest money should ordinarily be........................................................... (a) When the amount of the tender does not exceed Rs. 2000 50 (b) When exceeding Rs. 2,000 and not exceeding Rs. 5000 100 (c) When exceeding Rs. 5,000 and not exceeding Rs. 10000 200 (d) For each additional Rs. 5,000 or portion of Rs. 5000 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 and 345 (b) of the Financial Handbook. Volume V, part I, Account Rules and the receipted treasury challan attached to the tender Note- The Officer calling for tender may, in special cases where it would nbe inconvenient for tenderers the deposit money into Government treasury, relax the rule an permit contractors to deposit earnest money with in cash or currency notes up to a limit of Rs. 100 instead of it a treasury, such deposits should be treated as "Public Works Department Depostit"
CONSTRUCTION OF RCC OVER HEAD TANK AT WORK SHOPCOMPOUND KALPIPARA
Bill of Quantity
Sl. No.
Item of work No L (m) B (m) H/D (m) Content
1- Supply of all material, labor T&P etc. complete for conatruction of a R.C.C. over head thank of 50kl capacity at 15.00m. Staging above ground level and 1.00m. Wide P.C.C apron around with 15cm semi circlure PCC drain, 1.00m. Wide RCC stair case from G.L. up to balcony M.S.I. ladder with hand rails on both side from balcony to top dome and inside the tank body 1.00m wide RCC bolcony around the thank at the junction point of vertical and conical wall with proper railing of 20mm dia medium grade G.I. pipe in 3 row on both side of staircase case , balcony, at the dome and at each landing on RCC posts space at not more than 1.50 interval proper ventilattor at top dome water level indicator lightening conductor as latest ISI on electrcity rule 0.60m. dia main hol cover hinged with locking arrangement, fixing and jointion vertical pipes for inlet, outlet over flow and washout withall jointing materials for proper completion and other supplementry works including excavation in all type of soils painting of all expose surface and steel pipe work with three coats of approvad cement paint or anticorrosive paints and assumad safe vearing capacity of soil has been taken as 8.00mt./sqm.
1
-
-
-
1 job
2- Supplying laying jointing of 80 mm dia medium grade G.I. pipe I.S. 1239 part (i) 1979 complete with fitting and refilling etc. complete
1x20
6.00
-
-
120.00RM
3- Supply of 80 dia copper alloy gate valve class (i) I.S. 778-1980 with iron wheel head etc. complete.
1x4
-
-
-
04 No.
4- Supplying and fixing of 80mm dia G.I. elbow ISI make including cost of all material labour T&P etc. complete.
1x12
-
-
-
12 No.
5- Supplying and fixing of 80 mm dia G.I. socket ISI make including cost of all material labour T&P etc. complete.
1x20
-
-
-
20 No.
"I or "We"
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 each memorandum at the rate specified there in and in accordance, in all respects, with the specifications, designs drawings and instructions, in writing referred to in rule I herein and in clause 2 of the conditions of contract and with such materials as are provided for by and in all other respects in accordance with such conditions so for as applicable
(a) if several sub work are included, they should-be detailed in a separate list
(b) Vide rule 9 on page 2 (c)Strike out the
alternative and attach signature to it
MEMORANDUM (a) General description (b) Estimate cost Rs. (c) Earnest money Rs. (d) Time allowed for the work from date of written order to commence Months.
(c) TENDERED Rate......................
... (c) ANCTIONDED
Item No
Item of work approximate number of quantity
unit per
(f) in figure
(f) in Words
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.
2.2--In the case of works when contractors are required to quote their own rates for the different item of works the column (f) should be left blank for tendereres to fill in
Rs. P.
BILL OF QUANTITY
ATTACHED
uksV%&vko”;d Mªkbax vf/k”kklh vfHk;Urk ds dk;kZy; ls
i`Fkd ls izkIr dh tk ldsxhA
"I or "We" Strike out the alternative and attach signature to it
_______________tender at______________percent above the rates
entered above
or
_________________________tender at the above rates,
should this tender be accepted___________ hereby agreed to
abide by and fulfil all the terms and provisions of the conditions of
contract annexed to the approved set of contract documents' or in
default thereof to forfeit and pay to Governor of Utter Pradesh or his
successors-in-office the dums of money mentioned in the said
conditions.
Give particulars and number.
The sum Rs.___________is here with 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 I of
to the conditions of contract.
Signature of Witness to contractor's Signature
Dated the _____________________day of _________________200
__________________________ ___________________
Signature of contractor before submission tender
Witness_________________________
Address_________________________
Occupation_______________________
Here enter Recommended or
Non Recommended
Signature
Date_____________Sub Divisional Officer___________Sub-Division
______________________
______________________
Signature
Date_______________Executive Officer________________Division
______________________
______________________
Signature & official designation of the accepting authority
Date___________Superintending Engineer______________Division
Irrigation Works
The above tender is hereby accepted by me on behalf on the Governor Uttar Pradesh.
_______________________
Date the__________________day of _____________________200
I.D. FORM NO. 111
I.D. From No. 111
CONDITIONS OF CONTRACT Clause 1: The person or persons whose tender is accepted (hereinafter called the contractor) shall within one week after his or their tender has been accepted, deposit with Government of Uttar Pradesh (hereinafter called the "Government") either in cash or in securities as provided in paragraphs 614 and 615 of the Financial Handbook, volume VI such as will with the earnest money deposited with the tender amount to rupees.......................................of the cost of contract where any security so deposited is not payable to bearer, the contractor shall endorse to transfer into the said Government in such a manner that the sum represented by it can be realized without the consent or assistance of the contractor, the contractor shall permit Government at the time of making any payment to him for work done under the contract t deduct 10% (ten percent) of all money so payable on account of security deposit until such dedicators along with the sum already deposited as earnest money to be adjusted in the last deduction will amount to 10% of the cost of contract.
Security Deposit
The amount of the security money shall, if not withheld on account on breach of contract be refunded after six month of the date of completion of the work or after payment of the final bill whichever is later, subject to the conditions that in case of building work of the first rainy season comprising of June, July, August, September is fully covered with in the period of six months mentioned above the amount of security money if not withheld on account of breach of contract, be refunded after the expire 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 six month of the completions of the works 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 sum of money payable by the contractor to Govt. under the terms of his contract may be deducted from or realized by the sale of the sufficient part of his security deposit, or from the interest arising there from or from any sum which may be due or may become due to the contractor by Govt. or on any account whatsoever and in the event of his security deposit being reduced by the reason of any such deduction or sale as aforesaid, the contractor shall within ten days there after made good in case or Govt. securities endorsed aforesaid any sums which may have been deducted from, or raised by sale of his security deposit or any part thereof.
EXPLANATION- For the purposes of this clause if the work under this contract includes construction, reconstruction or repair of any structure having proof 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 &-shall complete the work covered by the tender on the dates fixed by the...................................Engineer for the commencement and completion of such work & shall in the interval between those dates keep the work upto the schedule of quantities and dates and dates shown in the progress Statement be signed by the contractor and attached to the tender. If the work fails in arrears of the progress Statement either in Quantity or in time, then for every day that the work is so in arrears the contractor shall be liable to pay as compensation an amount equal to one percent or such similar amount as the...............................................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 the clause shall not exceed 10% 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 the work impracticable]
CLAUSE-2.B Time is the essence of the contract. The contractor shall commence & shall complete the work within the period specific in the tender. Such period shall be reckoned from the date on which the order to commence work is given to the contractor. The contractor shall at 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
Compensation for delay
writing shall be final) may decide on the amount of the amount of the estimated cost of the whole work as shown in the tender for every day that the work remains uncommented or 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 any work exceeds one months to complete on-fourth of the value or quantity (as the .............................................Engineer may determine) of the whole of the work before on-forth of the whole time allowed under the contract has elapsed, one half of the value or quantity (as the........................................... Engineer may determine) of the work before one-half of such time has elapsed and three-fourths of the value or quantity (as the................................ Engineer may determine) of this work before three-fourths of such time has elapsed if the contractor fails to comply with his condition he shall be liable to pay as compensation an amount equal to one present of such smaller amount as.........................................Engineer (whose decision in writing shall be final) may decide on the estimated cost of the whole work for every day that the quantity of work for every day that quantity of work remains incomplete, Provided always that the entire amount of compensation to be paid under the provisions of the clause shall not exceed 10% on the estimated cost of the work as shown in the tender
CLAUSE-3(i) In any in which under any clause or clauses of this contract amounting to the whole of his security deposit (whether paid in one sum or deducted by installment) the .........................................Engineer shall have power to adopt such of the following courses as he may deem best.
Action by which whole of security
deposit is forfeited
(a) He may rescind the contract by giving the contractor ................days notice of rescission signed by the...................................Engineer and may then take the whole of the contractor's security deposit for the use of Govt. as compensation for the loss caused by the contractor's default.
(b) He may, after giving the contractor..........................................days notice in writing of his intension to do so, measure up the work done by the contractor and then employ and pay labourers and supply or produce materials and carry out all or any part of the work himself on behalf of Govt. debiting the contractor with the actual cost and crediting him at 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 to be paid by the contractor, if any work is so taken over by the.....................................Engineer the certificate in writing of the Executive Engineer or the Sub-divisional Office as to its cost and value shall be final and conclusive against the contractor.
(c) He may, after giving the contractor..........................................days notice in writing of his intension to do so, measure up the work done by the contractor take the work out of his hand and give a contractor 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...................................Engineer or of the ..................................... shall be final and conclusive as against the original contractor as to the amount of any such expenses.
(i) If the...................................................Engineer does not desire to do so the work, the contractor shall not be entitled to compensation for any loss sustained by him by reason of his having purchased or procured any materials, or entered into any engagements, or made any advances on account of or with a view to the execution of the performance of the contract,
and shall not be entitled to recover or be paid or be given credit for any sum for any work there of actually performed by him under this contract, unless and until the Executive Engineer or the Sub-Divisional Officer acting under this 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.
(ii) If upon any occasion the..........................................Engineer abstains from exercising the powers given to him by this clause such
abstention shall not prevent him from exercising such powers upon a subsequent occasion if the contractor again makes default, not shall such abstention absolve the contractor from liability to pay compensation for any default which he may have made.
CLAUSE 4.If the...............................................Engineer exercise any of the powers given to him by clause 3 he may, if he so desires take, possession of all or an tools, plants, 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 he execution of the work or any part thereof, and pay or allow the contractor for the same at the contract rates, 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 be notice in writing to the contractor or his clerk if the works foreman of other authorized agent required him to remove such tools, plants, materials or stores from the premises (with in a time to be specified in such notice), and if the contractor fails to comply with any such requisition, the Executive Engineer as to expenses of any such removal and the amount of the proceeds and expenses of any such shall be final and conclusive against the contractor.
Contractor remains liable
to pay compensation if action not taken under clause 3
Power to take possession of or require
removal of or sell
contractor's plant
CLAUSE 5. If the contractor desires an extension of the time for completion of the work on the ground of any unavoidable hindrance to its execution having arisen, he shall apply in writing to the................................ Engineer within 30 days the existence of such hindrance first becomes known to him, and the........................................ Engineer shall if in his opinion (which shall be final) reasonable ground be shown thereof, authorize such extension of time as may, in his opinion be necessary or proper.
Extension of time
CLAUSE 6. On completion of the work the contractor shall send a registered notice to the Sub-Divisional Officer (hereinafter called Engineer- in- charge) given 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 not 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, doors, windows, walls, floors or other parts of any building in, upon or about which the work has been executed or of which he may have had possession for the purpose of the execution thereof and, if the contractor fails to do so or before the date fixed or completion of the 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 pay all expenses so incurred and shall have no claim in respect of any such scaffolding, surplus materials 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.
Final Certificates
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 to payable shall be final and conclusive against the contractor, But any such payments will only be mane 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 any such payment shall not either preclude the Executive Engineer or Sub-Divisional Officer from requiring the contractor to remove or reconstruct any work on the ground that such work is bad, unsound, imperfect or unskilled or prevent Government form enforcing any claim against the contractor on account of any default by him or conclude, determine or affect in any way the powers of the Engineer-in-charge under
payment on intermediate certificate to be regarded as advance
these conditions or any of them as to final settlement and adjustment of the
accounts or otherwise in any other way very or effect the contractor. The Engineer-in-charge's certificate of the measurement and of the total amount payable for the work shall be final and biding on all parties.
CLAUSE 8. If the contractor abandons, or is unable to complete the work the................................Engineer may certificate 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 is respective of the contract rates.
liability to complete the
work.
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 items of work, unless the part of the work in question is not in the opinion of the Engineer-in-charge, capable of measurements 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 contractor as to the basis upon which payment is to be made is such case and as the amount to be paid.
Lump sum estimates
CLAUSE 10. Evers month on or before a date to be 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 measurements 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 the presence of 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 measurements and any bills 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 attends but refuses to sign the list of measurements the matter shall be referred to the immediate superior of the Engineer-in-charge whose decision shall be binding on the contractor.
Bills to be submitted monthly
CLAUSE 11. The contractor shall submit all bill on the printed for which will be supplied to him at the office of the Engineer-in-charge and all items in such bills shall be charged at the rates specified in the tender or in the case of any extra work ordered in pursuance of these conditions, and not mentioned or provided for in the tender, at the rates hereinafter provided in such work.
Bills to be printed form
CLAUSE 12. If the specification or estimate of the work provides for the use of any special description of materials to be supplied form the Engineer-in –charge's store, or if it is required that the contractor shall use certain stored to be provided by the Engineer-in-charge mentioned being so for as practicable and for the convenience of the contractor specified in the schedule hereto annexed but not so as in any way to control the meaning or effect of this contract) the contractor shall be supplied with which materials and stores may from time to time be required by him for the purposes of the contract but only for such purposes and he shall pay for the same at the rates specified in the said schedule or if no rates are so specified at cost price at defined in clause 13 thereof
Stores supply by
Government
All materials so supplied to the contractor will become the property of the contractor, but shall not on any account be removed from the site of the work until the whole work is certified to be completed by the Executive Engineer except with the written permission of the Executive Engineer, and shall at all times be open to inspection by the Engineer-in-charge shall however have the opinion to take over any such materials, if unused at time of the completion or termination of the contractor at the specified issue rate or the current market rat, whichever is less.
CLAUSE 13. All articles requires by the contractor for the contraction of
the work and which the contractor is to supply himself, shall be obtained by the contractor from the firms with which the Director of Industries has made arrangements and if for the supply of any articles no such arrangements have been made, any such articles supplied by the contractor shall conform to such specification and/or tests, if any, as may be prescribed by the Director of Industries in consolation 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 requires in any part thereof for making up articles required thereof for 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 his account at the rates shown in the Schedule attached to the contract and if they are not entered in the Schedule they will be debited at the cost price, which for the purposes of this contract shall include the cost of carriage and all other expenses whatever which shall has been incurred in obtaining delivery of the same at the store aforesaid. The Executive Engineer may issue materials to the contractor from existing stock if he asked for any excess of those entered in the Schedule. In such cases the price charged will be the stock rate or the market rate which ever is greater.
Stores imported from Europe to be obtained from Government
CLAUSE 15. The contractor shall execute the whole and every part of the work in the most substantial and workman like manner and in every respect in strict accordance with the specification both as regards materials and otherwise. The contractor shall also conform exactly, fully and faithfully to the designs, drawings and instructions 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 at his own expense have copies of the specifications and of all such designs, drawings and instructions as aforesaid made for own use.
Work to be executed in accordance
within Specifications drawings orders, etc.
CLAUSE 16. The Engineer-in-charge shall have power to make such alteration in additions to, the original specifications, drawings, designs and instructions as may appear 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 instructions which may be given to him in writing signed by the Engineer-in-charge and such alteration shall not invalidate the contract, and any additional work which the contractor may be so directed to do shall be carried by the contractor on the same conditions in all respects on which be agreed to do the main work, and at the same rates as are specified in the tender for the main work. The time for the completion of the work shall be extended in the proportion that the additional work bears to the original contract work, and the certificate of the Engineer-in-charge shall be conclusive as to such proportion. If the additional work includes any item for which on rates is specified hereunder then the contractor shall carry out the work at the rate entered in the schedule of rates of the direct but if the schedule 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 contractor any 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 work 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.
Alteration in specification and designs.
Do not invalidate contract
Extension of time in
consequence of all contract
Rate for additional work not in estimate or schedule of
rate of district.
CLAUSE 17. The Executive Engineer acting on the writing order of his immediate superior, may at any time by notice in writing to the contractor either stop the work altogether 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 for 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 work is cut down the
No compensation or alteration in a restriction of work to be carried out
contractor will be paid for the work as so cut down but in neither case will be paid any compensation whatever for the loss of profit which he might have made if he had been allowed to complete all the 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 all that materials used in the same are inferior to those for which the specification provides or that any materials or articles provided by the contractor are not in accordance with the contract, he may notwithstanding 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 within a specified period of time.
Action and compensation payable in
case of hand work
If the contractor fails to comply, in all respects with the requirements of any such notice within ten days 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 expense shall be final and binding upon the contractor.
CLAUSE 19. All works ;under or in the course of extension 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 all responsible notice either himself be present to receive orders and instructions, or have responsible agent duly accredited in writing present for that purpose, Orders given to any such agent have the same affect as order given to the contractor himself.
Work to open to inspection.
CLAUSE 19.(A) No labourer below the age of 14 years shall be employed on the work
CLAUSE 19. (B) The contractor shall pay to his labourers a fair wage. CLAUSE 19. (C) The contractor before he commences the work shall (s)post in a conspicuous place on the work a notice giving the rates of wages which have been certified as fair by the Executive Engineer, and (b) send a copy of the notice to the Executive Engineer.
CLAUSE 19. (D) The contractor shall be responsible to comply with the provisions of the labour laws in force in state of Uttar Pradesh including the Minimum wages Act or any enactment in supersession, extension or modification thereof which may be passed at any time or from time to time by a competent legislative body any may have effect in the state of Uttar Pradesh and the Rules and Regulations made there under or any amendments or modifications thereof for the time being in force. All expenses in connection. with the compliance of such laws and rules shall be borne by the contractor, and the contractor, shall neither demand nor claim nor shall be entitled to any additional payment for the reason that he failed to take into account any such expense in his tender or that any subsequent amendments in such laws or rules have changed the 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 Uttar Pradesh and the rules and regulations made there under, the Government is obliged to pay any sum in the execution of the work Government will recover from the contractor the amount so paid, and without prejudice to the other rights of the Government, the Government shall be at liberty to recover such amount or any part thereof deducting 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.
Vide G.O. No. 1331 IBD-50/XXIII-IB-89—B.W. dated 26 may 1950
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 Engineer-in-charge or of his subordinate in charge of the work or until he has given to the Engineer –in-charge or to such subordinate five days notice in writing that the work is ready for measurement. If the contractor, covers up any work or places it beyond of the measurement without such consent and before the expiration of the period of such notice, the contractor shall either, as he may elects tip such work at his own expense order that it may be measured or shall forfeit the price of such work and of the materials used in its contractions.
Contractor or responsible agent to be present.
CLAUSE 21. All works to be executed under the contract shall be executed under the direction and subject to the approval in all respect of the Engineer-in-charge for the time being, who shall be entitled to direct at what points or points and in what manner they are to be commences, and from time to time carried on.
Notice to be given before
work is covered up.
CLAUSE 22. Except where otherwise specified in the contract the decision of the.............................................................................Engineer for 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, drawings and instructions herein before mentioned. The decisions 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 of or relating to the contract, designs or drawings, specifications, estimates, instructions, over 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, conclusive and binding on the contractor.
Direction of work.
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 are grass land or cultivated ground contiguous to the premises on which the work or any part of it is being executed or if any damage shall happen to the work while in progress from any cause 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 certificate of the Engineer-in-charge as to the amount of such expenses shall be final and binding on the contractor.
Decision of Engineer to be
final. Contractor liable for
damage done and for
imperfections for three
months after certificate.
CLAUSE 24. The contractor shall supply at his 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, appliances, implements, ladders, cordage tackle, scaffolding and temporary works requisite for the proper execution of the work whether original, altered or substituted and whether included in the specifications or other documents forming part of the contract or referred to in these conditions or not or which may ne 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 works. and for counting, weighing and assisting in the measurement or examination of the work, or materials at any 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 from accident and shall bear the expenses of defense of every suit, action or other proceeding at 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 proceeding to any such persons or, which nay with the consent of the contractor be paid to compromise any claim by any such
Contractor to supply plant,
ladders scaffolding,
etc.
And liable for damages
arising from non provision
of light fencing, etc.
Female labour not to be
person. employed
CLAUSE 25. The contractor shall not employ female labour in the execution of the work of any part thereof within the limits of a cantonment
Work not to sub-let
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 an composition with his creditors, or if he or any of his servants or agents either directly or indirectly, or gives, offers or promises any bride, gratuity gift loan, perquisite, reward or advantage pecuniary or otherwise to any public officer or person in the employ of Government in any way relating to his office or employments, or if any such officer or person 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 resend the contract, and the security deposit of the contractor shall thereupon stand forfeited and be absolutely at the disposal of Government and the same consequences shall ensure as if the contract had been rescinded under clause 3 hereof and in addition the contractor shall not be entitled to recover or be paid for any work there for actually performed under the contract.
CLAUSE 27. Any sum payable by the contractor as compensation under any of these conditions shall be deemed to be reasonable compensation for the act or default in respect of which the same becomes payable without proof of the actual amount of damages or loss sustained.
CLAUSE 28. In the case of a tender by partners, the contractor shall 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 a such change occurs.
CLAUSE 29. In the case of any class of work for which there in no such specification as is mentioned in rule, such work shall be carried out in accordance with the district specification, and if there is no district specification, the work shall be carried out in all respects in accordance with instructions and requirements of the Engineer-in-charge.
Contract may rescinded and
security deposit
forfeited for subletting bribing or if contractor becomes insolvent
Sum payable way of
compensation be considered reasonable
compensation without
reference to actual loss
Changes in constitution
firm
Action where specification Definition work
CLAUSE 30. In these conditions unless there is something in the subject or context repugnant to such an interpretation, the expressions "work" mean the work to be done or executed under the contract whether such work is permanent or temporary and where it is original altered substituted or additional
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.
Contractor percentage whether
applied to net or amount of
bills
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 workman employed by the contractor or by any sub-contractor from him in the 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 the his credit under clause 1 of these condition pr from any other sum due by Government to the contractor whether under this contract or otherwise.
(Strike out the clause in
cases of an item rate contract)
CLAUSE 32 (2). Government shall not be bound to contest any claim made against it under section 12 sub-section (1) of the said Act, excepts on the
Compensation to workmen.
written request of the contractor and upon his giving to Government full security for all costs for which Government might become liable in consequence of contesting the claim CLAUSE 33. Not withstanding anything stipulated in the aforesaid clauses. Government shall have power to retain any sum due to the contractor.
(s) and set off all claims against him (there) whether arising out of the particulars contract or out of any other transaction or in partnership with others.
CLAUSE 34. All disputes in respect or contract arising between contractor and the department will be put up to the Superintending Engineer ............................................circle irrigation work ........................... and his decision shall be final and legally binding on both parties.
CLAUSE 34.(A) (i) If the contractor considers any record or any ruling of the Engineer-in-charge or of his representatives in respect of any of the provision of this contract to be unfair of considers any work demanded by his to be outside the requirements of the contract he shall immediately ask upon such record or ruling being made or such work being damaged ask in writing for written instructions or decisions, no receipt whereof he shall proceed without and delay to confirm to the record or ruling or to perform the work demanded and within 15 days after date of receipt of the written instructions or decisions he may file written protest up objection is are made on record in the manner herein specified and within the time limit stated ruling, instruction or decision of the Engineer-in-charge shall be conclusive and binding on the contractor, instruction and/or decisions of the Engineer-in-charge contained in letter transmitting drawing to the contractor shall be considered as written instructions, subject to protest objections as herein provided.
CLAUSE 34.(A) (ii) If the contractor is dissatisfied with the final decision of the Engineer-in-charge on the protest or objection made by the contractor in accordance with the procedure prescribed in clause 34(i) the contractor may within twenty-eight (28) days after receiving notice on such decision give notice in writing to the Engineer-in-charge requiring that the matter be submitted to arbitration and furnishing detailed particulars of the dispute of difference specified clearly that point at issue it the contractor fails to give such notice within the period of 28 days as stipulated above the decision of the Engineer-in-charge shall be conclusive and binding on the contractor.
CLAUSE 34-A(iii) Every dispute, difference or question which may at any time arise between the parties here to any person claiming them couching or arising out in respect of this deed or the subject matter thereof shall be referred to the arbitration of....................................... or any person nominated by him. It will be no objection to any such appointment that the arbitrator so appointed is a Government servant that he had to deal with the matters to which the contract relates and that in the course of his duties as Government servant he had expressed views on all or any of the matters in dispute or difference. In the event of the arbitrator to nom the matter is originally referred being transferred of vacating his office or being unable to act for any person............................ . a hall either upon the reference himself or appoint another person to act as arbitrator such person shall be entitled to proceed with the reference from the stage it was left by his predecessor, it is also a term of this contract that no person other than a person appointed as aforesaid should act as arbitrator and if form any reason that is not possible, the matter is not to referred to arbitration at all. in all cases where the amount of the claim in dispute is Rs. 50,000/- (Rupees Fifty thousand) and above the arbitrator shall give reason for the award it is a term of the contract that the party invoking the arbitration shall specify the dispute or dispute to be referred to arbitration together with the amount or amounts claimed in respect of each dispute.
Subject as aforesaid the provision of the arbitration Act 1940 or any statutory modification or re-enactment thereof and the rules made there
under and for the time being in force shall apply to the arbitration proceedings.
The arbitrator may form time to time with the consent of the parities enlarges the time for making and publishing the award.
CLAUSE-34 (A) (iv) The cost of such arbitration shall be borne by the parties or party as decided by the arbitrator.
CLAUSE-34 (B) (i) If under the contract has not been completed when a dispute is referred to arbitration the work shall continue the arbitration proceeding and no payment due to the contractor within the provision of the contract shall be withheld on account of arbitration proceeding unless authoresses or required by the arbitrator.
CLAUSE-34 (B) (ii) Every dispute difference or question which may at any time arise between the parties here to any person claiming under them couching or arising out in respect of this deed or the subject matter, thereof shall be referred to the arbitration of............................................ or any person nominated by him. It will be not objection to any such appointment that the arbitrator so appointed is a Government servant that he had to deal with the matter to which the contract relate and that in the course of his duties Government servant he had expressed views on all or any of the matters in disputes or differences in the event of the arbitrator to whom the matter is originally referred or being transferred or vacating his office or being unable to act for any reason......................................shall either enter upon the reference himself or appoint another person to act as arbitrator. Such person shall be entitled to proceed with the reference from the stage it was left by his Predecessor it is also a term of this contract that no person other than a person appointed as aforesaid should act as arbitrator and if for any reason that is not possible the matter is not to be referred to arbitration at all. In all cases where the amount of the claim in dispute is Rs. 50,000/- (Rupees fifty thousand) and above the arbitrator shall give reason for the award.
CLAUSE-34 (B) (iii) It is a term of the contract that the party invoking the arbitrator shall specify the dispute or disputes to be referred to arbitration together with the amount or amounts claimed in respect of each dispute.
Subject as aforesaid the provisions of the Arbitration Act. 1940 or any statutory modification or re-enactment thereof and the rules made there under and for the time being in force shall apply to the arbitration proceedings.
The arbitrator may form time to time with the consent of the parities enlarges the time for making and publishing the award.
CLAUSE-35 Quantities are liable to variation on either sides without entitling the contractor to compensation on his account
CLAUSE-36 Contractor shall himself make proper living accommodation water and sanitary arrangements etc. for labour which ordinarily should be arrangement through Employment Exchange, will give preference to Ex-serviceman, He will have to remove any undesirable labour if ordered by the department.
CLAUSE-37 Claims not preferred within 48 hours of occurrence are liable to be rejected.
CLAUSE-38 No extra payments shall be made to the contractor for making profiles and naming as in connection with the execution with the execution of work as per G.O. No. 355-3B/66XXXIII-IB-IT dated 22-06-1966
CLAUSE-39 During the course of construction if any emergency is forwarded arisen due to any clause or claims of works the contractor shall send a registered cover notice to the...................................... Engineer-in- charge within a fortnight of the origin of the claims. If he fails to do so or if he post pones submission of such claims till the work he will be entitled to on compensation.
CLAUSE-40 The Contractor shall not influence or direct labour borne on the muster Roll or by any other contractor by paying higher wages or providing extra facilities with –out the permission of the Executive Engineer
and if he does so contrary to the above, will be responsible for the loss of 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 specifications The clearance of site shall be done by the 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) of section 194 (c) of Income Tax Act XVI of 1972
CLAUSE-43 FOR FAMILY PLANNING PURPOSEN IS CONTRACT.
The contractor agrees to persuade all his labour and other employees, including casual labour employed by him, to adopt family planning techniques (including vasectomy and Tubectony) in lines with the policies and programme announced by the State Government from time to time in relation to the State Government is so for as may be applicable and to furnish to Engineer-in-charge monthly report in this behalf.
G.O. No. 5032/76-23/C-3/1975/76 Date 8 Sept. 1976
Schedule showing (approximate) material to be supplied from the Public work Stores for works contracted to be executed and the rates at which they are to be charged for. vide clause 12 of Conditions.
Particulars Rates at which the materials will be charged to the contractor
Place of delivery
Unit Rs. P.
Signature of Contractor Signature of sub-Divisional Officer Executive Engineer
Schecule Of Consumption Of Material To Be
Used For Different Item Of Works
Sl.No. Item of Work Unit Cement of Bags 1. Cement concrete mix 1:4:8 Cum 3.25 (Natural Aggregates.)
3.40 (Crushed Aggregates.)
2. Cement concrete 1:3:6 Cum 4.15 (Natural Aggregates.)
4.30 (Crushed Aggregates.)
3. Cement concrete 1:2:4 Cum 5.76 (Natural Aggregates.)
6.10 (Crushed Aggregates.)
4. (A) Ist Class brick work in 1:4
Cement mortar.
Cum 2.00
(B) Ist Class brick work in 1:3
Cement mortar.
Cum 2.60
5. Cement Pointing (Struck) 1:2
Cement mortar
Sqm 0.055
6. (A) Cement plastering 12.5 mm. thick
in 1:4 Cement sand mortar.
Sqm 0.110
(B) -----------do-----------in 1:5 Sqm 0.095
(C) -----------do-----------in 1:6 Sqm 0.079
7. Reinforcement steel M.Tonne As per Quantity placed
according to Drawing as
intered in M.B.
_____________________________________________________________________________
SCHEDULE-B
Sl.No. Item of Work Unit Places of Issue Rate 1. Cement in bags of 50 Kg as
received from Factory
Bags Govt. Store at
Kalpipara
Rs. per bag
215/-
2. Steel for reinforcement M.T. ..............do.............. 31500/-
3. Structural steel (M.S. plate, angle
iron gierders, Flats & channels etc.)
M.T. ..............do.............. -
4. Max phalt M.T. ..............do.............. -
5. Rubber seal R.M. ..............do.............. -
6. Copper seal R.M. ..............do.............. -
7. Joint filler Board/Themocol S.M. ..............do.............. -
8. Pressure observation pipes. R.M. ..............do.............. -
9. Sheet piles M.T. ..............do.............. -
_____________________________________________________________________________
SCHEDULE-C
Sl.No. Name of equipment which can be given
on rent to the Contractor if available
with department
Hire charges per
month or part there of
[Calender months]
Unit Places of Issue
1. Electric/Diesel concrete mixer Each Govt. Store
at.........................
2. Electric/Petrol vibrater Each ...........do...........
3. Electric welding set 75/- Each ...........do...........
4. Diesel welding set 125/- Each ...........do...........
5. Shuttering plate 2/- S.M. ...........do...........
6. Steel shoulding for shuttering 20/- M.T. ...........do...........
7. Electric/Diesel pumps
(5 H.P. to 10 H.P.)
125/- Each ...........do...........
8. Bore Hole pump. 175/- Each ...........do...........
_____________________________________________________________________________
SCHEDULE-D
CHAPTER - 1
SPECIAL CONDITION OF CONTRACT
1.1 DEFINITIONS :
For the purpose of these specifications comprising conditions of contract
amendments, the following words will have the meanings herein assigned to them:
1.1-1 The "GOVERNMENT" shall mean the Government of Uttar Pradesh.
1.1-2 The "GOVERNOR" nominated by President of India from time to time, shall
mean the adminstrative head of the State of Uttar Pradesh.
1.1-3 The "CHIEF ENGINEER" shall mean the Chief Engineer, Irrigation Department,
Uttar Pradesh.
1.1-4 The "SUPERINTENDING ENGINEER" shall mean the Superintending
Engineer-in-charge of the work.
1.1-5 The "EXECUTIVE ENGINEER" shall mean the officer so designated
authorised by the Govt. of Uttar Pradesh who shall work under the general
administrative control of the Superintending Engineer and will be the in charge of the
entire operation pertaining to the contract.
1.1-6 The "ASSISTANT ENGINEER" or "Sub-Divisional Officer" shall mean the
officer so designated and authorised by the Govt. of Uttar Pradesh who shall be in
actual in charge of field operations.
1.1-7 The "ENGINEER IN CHARGE" shall mean the Executive Engineer in Charge
of the work. The Engineer may delegate any of his powers to his authorised
representatives. Wherever the word "Engineer-in-charge" occurs in the text of the
contract, it would be taken to imply the Engineer-in-charge as aforesaid or his
authorised representative, or representatives as the case may be.
1.1-8 The "CONTRACTOR" shall mean the tenderes whether a firm, registered
company, partnership or an individual whose tender shall be accepted and shall
include its legal representative, successors and assigness.
1.1-9 The word "WORK" or "WORKS" wherever used in this contract shall be hold to
comprise not only works of construction but also all accessories there to and all
matters and things pertaining to the work executed or to be carried out unet the
contract, whether such works permanent or temporary and whether it is original,
altered, substituted or additional including clearance of site on the completion of
construction. Wherever the context so require the words "WORK" or "WORKS" shall
also include all temporary establishments such as hutting, quarters, offices, store
sheds, workshop, roads, foundations or plant and machinery required for the work.
1.1-10 The word "SPECIFICATION" shall mean collectively all the terms and
stipulations contained in the conditions of contract, technical provisions and
annexires, and corrections and amendments to the specifications.
1.1-11 The word "DRAWINGS" shall mean collectively all accompanying general
drawings as well as all detailed drawing which may be issued by the Engineer-in-
charge from time to time during the period of construction.
1.1-12 The word "TONES" wherever used in this contract shall mean metric tonnes of
1000 Kg. unless otherwise specified.
1.1-13 Wherever fogures are shown after the word "ELEVATIONS, REDUCED
LEVEL" or any abbriviation thereof or when figures representing "ELEVATION" or
"REDUCED LEVEL" are given the shall mean the height in metres above the mean
sea level unless otherwise specified.
1.1-14 The words used in contract in the singular number shall be interpreted to
lincude the plural number and the plural, the singular number.
1.1-15 The words "Plant" "MACHINERY" and "EQUIPMENT" shall mean and include
plant machinery, tools and other equipment necessary for the work as per
specifications and plans in a workman I like manner.
1.1-16 "RATES" or "TENDERED RATES" shall mean the rates as entered in the
"Schedule of Quantities and Bids" by the contractor and is accepted by the
government or its authorised representative. The rate shall include all taxes such
as sales tax toll tax etc. all duties an royalties etc. and all incudental charges required
for the completion of particular item or work.
1.1-17 The "WORK SITE" shall mean the site of propsed work as detailed in
specification or any other place where works are to be executed under the contract
and such land in the vicinity of of works as may be notified by the Engineer-in-charge
as the work site.
1.1-18 The word "MONTH" shall mean the calender month.
1.1-19 The word "WRITING" include any manucript, type witten, cyclostyled or printed
statement under and over signature or seal as the case may be.
1.1-20 The word "SUB CONTRACTOR" shall mean the person named in the contract
for any part of the work or any person to whom any part of contract has been sublet
by the contractor with the consent in writing the Engineer-in-charge and the heirs,
legal representative, successors and assigness of such persons.
1.1-21 "CONTRACT & CONTRACT DOCUMENT" shall mean the agreement in I.D.
Form No. 112 and its component parts.
1.1-22 Matric system shall be followed in all interpretations and execution of the work
in this contract. Any conversion found necessary shall be in accordance with figures
given in Indian standard conversion Factor and Conversion Table (I.S. 786-1956) and
its subsequent revisions.
1.1-23 The "PARAGRAPH" shall mean clause also.
1.1-24 The word "SUBSTRUCTURE" shall mean the portion of the structure below
the level of rich wearing coat level of the floor, and the word "SUPERSTRUCTURE"
shall mean the portion of the structure from and above the level of the rich wearing
coat level at the floor.
DEATH ; BANKRUPTCY OF CONTRACTOR
1.2 If the contractor dies or commits any act of bankruptcy or being a corporation,
commences to be wound up, except for reconstitution purpose or carries on its
business under a receiver, the executors, successor or the representatives in law of
the estate of the contractor or any such receiver, liquidator or any person in whom the
contract may become vested shall forth with give notice there of in writing to the
Engineer-in-charge and shall for one month during which he shall take all reasonble
steps to prevent stoppage of work have the option to carry out the contract subject to
his or their providing such guarantee as may be required by the Engineer-in-charge
but not exceeding the value of the work at the time remaining unexecuted. In the
event of stopage of the work the period of the option under this clause shall be
fourteen days only, provided that should the above option not be exercised the
contract may be terminated by the Government by giving notice in writing to the
contractor and the Engineer-in-charge by exercise the same power which he could
exercise and will have same right which the would have under clause 3 of I.D. from
111 if the work had been taken out of the contractor's hand.
ACCESS TO THE CONTRACTOR'S BOOKS
1.3 Whenever it is considered necessary by the Engineer-in-charge to ascertain
the actual cost of the extra items or claims be shall direct the contractor to produce
the personnel, invoices of materials and any other data relevant to the item or
neccessary to determine its cost act and the contractor shall when so required furnish
information pertaining to the aforesaid items in the mode and manner that may be
specified.
CONTRACT DOCUMENTS AND MATTERS TO BE TREATED AS CONFIDENTIAL
1.4 All documents, correspondence, decision and other matters concerning the
contract shall be considered as of confidential and restricted nature by the contractor
and he shall not divulge or allow access there to any unauthorised persons of any
kind.
USE OF CONSTRUCTION FACILITIES TO OTHER CONTRACTORS AND GOVERNMENT EMPLOYEES
1.5 The government may undertake or award other contract for additional work
at or in the vicinity of the works under this tender and the contractor shall fully
co-operate with such other contractor and Government employees and carefully fit in
his work of such additional works as may be directed by the Engineer-in-charge. The
contractor shall not commit or permit any act which will interfere with the performance
of the work being done by government to use the roads, bridges, lighting installation
and any other facilities constructed or acquired by the available without entailling any
increases in the cost to the contractor for maintenance or operation for such facilities.
FINDS OF THE WORKS
1.6 Any finds in the area of work such as relies of fossils or articles of other value
or any minerals etc shall be the absolute property of the Government of Uttar
Pradesh and shall be handed over intact by the contractor to the Engineer-in-charge.
The contractor shall take reasonable precautions to prevent articles or things and
shall immediatly, on discovery therof and before removal, acquaint the Engineer-in-
charge of such Discovery.
1.7 ERRORS OMISSIONS AND DISCREPANCIES
1.7-1 If the contractor discovers any error, omission and discrepancies on the
contract drawings or specifications or in the work undertaken and performed by him,
he shall immediately notify the Engineer-in-charge and the latter shall promptly verify
and set right the same. The contractor shall not take advantage or errors or
omissions as full instruction shall be available to the contractor. Should any error or
omission and prior to the correction thereof if the contractor proceeds with any work
affected thereby, he shall do so at own risk and the work so done shall not be
considered as work done under the contract and in performance thereof. However
payment for extra works done as a result of error of omissions in designs, drawings
or specifications issued by the Engineer-in-charge shall be made to the contractor to
the extent of quantities of work done before the errors or omissions were discovered
or were brought to the notice in writing.
1.7-2 The drawing and specifications are to be considered as explanatory of each
other and should anythins appear in the former but is not described in the latter no
advantage shall be taken by the contractor of any such omission. In case of
disagreement between specifications and drawing, the conditions of the
specifications shall govern the contract should any discrepancies, however appearor
should any misunderstanding as to the dimensions or the quantity of the materials for
the proper executions of the work or as to the measurements or quantity and
valuation of the works executed arise under this contract or as extra item, the same
shall be explaines by the Engineer-in-charge.
1.7-3 In case of errors, omissions and/or disagreement between the drawing and
specification, the following order of preference shall apply.
(i) Between the written or shown description one in the specifications the letter
shall apply.
(ii) Between the quantities shown in the schedule of quqntities and those arrived at
from drawings, the letter shall apply.
(iii) Between the written description of the item in the schedule of quantities an the
detailed description in the specification of the same item, the latter shall be
adopted.
(iv) Figured dimensions shall supercede sealed dimensions, drawing to a larger
scale shall take precedence over those on smaller scale.
1.7-4 Special directions incorporated in the drawing shall be complied with strictly.
1.7-5 Drawing issued as construction drawing from time to time will supercede the
once previously issued.
1.8 THE SITE
1.8-1 The is understood and agreed that contractor has satisfied himself as to the
nature and location of the works general and local conditions or and particularly
those being on transport, handling or storage of materials, disposal of spoils,
availability of labour, weather conditions or similar physical conditions at the work
site, sub soil water, hydrology and configuration of ground, the character, quality
and quantity of the surface materials to be encountered, the character or equipment
and facilities needs preominiary to and during the execution of the work and all other
matters which may in any default or failure by the work or the cost thereof under this
contract. Any default or failure by the contractor to acquaint himself with all the
information conerning these conditions will not relieve from responsibility for the
execution of the contract unless the contract provides that the the responsibility
thereof is assumed by the Government.
1.8-2 The information and date states herein and incorporated in the contract
elsewhere is for information only and the Engineer-in-charge does not guarantee that
the available records shown completely the existing condition and does not
guarantee any interpertations of these data or correctness of information. The
contractor shall assume full responsibility for any deductions or conclusions drawn
there from by him.
1.9 DRAWING
Index map and drawing showing plan and cross-sections areenclosed.
1.10 ROADS IN WORK AREA
The kachcha or pucca roads constucted by Government in work area and in
coloney will be available for use by the contractor subject to the conditions implsed by
Engineer-in-charge. The addition to the roads constructed at his own cost all the
roads requited in addition to the roads constructed by the Government.
1.11 CONTRACTOR NOT TO DISPOSE OFF SOIL ETC.
The contractor shall not dispose off or remove except for the purpose of
fulfilment of this contract, sand, stone, clay, ballast, earth, trees and shurbh or site of
the work and all such materials and produce shall remain property of the
Government, Government may upon request from the contractor or if so stipulated in
the conditions of the contract, allow the contractor to use any of the above materials
for the works free of cost.
1.12 LAND
The contractor will be permitted to use the land if available with the Irrigation
Department and remarked for the construction camp, free of cost during the period of
the contract. Such use of land shall not interfere with any part or work of the
contractor or of the Government in the vicinity. If no such land is in possession of the
Irrigation Department the same will be acquired by the contractor at his own cost by
private negotiations and no claim shall be admissibe to him on this on account.
1.13 EMPLOYMENT OF LABOUR BROUGHT BY OTHER CONTRACTOR
If the contractor takes away any labour brought and employed by other
contractors of the Government working in the project, he shall be liable to pay
compensation equal to the project the original contractor would have continued with
him and he will also have made if the return the labour this employed. The decision of
the Engineer-in-charge shall be final and binding on the contractor.
1.14 RATES FOR INCREASE IN QUANTITIES
If there is any increase in the quantities due to any reason, whatsoever the
access quantity more than that provided in the schedule of bids shall be paid either at
the tendered rates or at the departmental schedule of lates of operating at the time of
entering in to the agreement whichever is the minimum.
1.15 JURIDICTION
The contract shall be governed by the laws of Govt. of U.P./Govt. of India, for
the time being inforce & shall subject to the juridiction of this district Court at
Bahraich.
CHAPTER - 2
2.1 PLANT EQUIPMENT AND CONSTRUCTION POWER
GENERAL :
2.1-1 The contractor shall arrange his own equipment for execution of the work
under the contract.
2.2 CONDITIONS FOR THE HIRE OF GOVERNMENT MACHINERY
2.2-1 Government equipment if available, may be supplied to the contractor from the
Government Godown. Arrangement for carriage from Government Godown, to the
work site and back after use shall by done by the contractor at his own cost.
2.2-2 The contractor will make arrangement for proper operation, maintenance,
protection, repair and preservation of the machines & equipment at his own cost.
Operators for operation of the equipment will be kept by the contractor at his own
cost. The power, diesel, lubricants or any other materials required for operation and
maintenance of the equipment shall be arranged by the contractor at his own cost.
2.2-3 No claim or compensation shall be entertained on account of failure or delay in
supply of the equipment, required by the contractor or given to him for use.
2.2-4 The contractor shall not use the machinery taken on hire by him else-where
except on works covered by this contract. In case the contractor is found to misuse
the equipment given to him, the rent will be recovered at double the hire rates.
2.2-5 The hire charges shall be calculated for each calender month or part thereof at
monthly rates prescribed in Schedule 'D'. The period shall be counted from the date
of issue at the Government Godown. Even if the equipment is kept idle of returned
before 30 days by the contractor, minimum rent of one month shall be recoverable
from the contractor.
2.2-6 The contractor shall return to equipment at the Government Godown in
running condition at his own cost. In case the equipment is not returned in running
condition, the repairs will be carried out by the Government and the cost of the repair
will be recovered from the contractor. In the event of any dispute, the decision of
Engineer-in-charge shall be final.
2.2-7 In case equipment, taken by the contractor on hire, is damaged beyond
repairs, in the opinior of the Engineer-in-charge or is lost by him, recovery of the cost
of the same shall be made from the contractor at the rate, decided by the Engineer-
in-charge, which shall be final and legally binding on the contractor.
2.2-8 Any other machine or equipment, if available with the Government, can be
issued to the contractor. The rates and terms of hire of such equipment shall be as
fixed by the Engineer-in-charge.
2.3 CONSTRUCTION POWER
2.3-1 The contractor shall arrange power for construction of work at his own cost.
CHAPTER - 3
-: MATERIALS :-
3.1 GENERAL :
3.1-1 This chapter deals with the materials of construction and all other materials of
direct or indirect usage on the the work. The quality that shall be required in the
materials is specified herein except that if any variation is required for a specified item
of work the specification laid down in the relevant section describing the item of work
shall hold good.
3.1-2 All reasonable facilities will be provided by the Government to the contractor
for procuring controlled materials, to the contractor for procuring controlled materials,
if any. But the failure on the part of contractor to get the materials in pursuanc of any
permit etc. issued on behalf of the Government shall not be ground for not carrying
out his obligations under the contract and no claim shall be entertained by the
Government on this account.
3.1-3 Cement and steel shall be issued to the contractor by the Government form
the Stores specified in schedule 'C'. In no case the contractor shall use his own
cement and steel.
3.1-4 Cement actually required for contractor's camp and other auxiliary works
necessary for execution of the work under this contract shall be considered as
bonafied requirement and shall be issued to the extent approved by the Engineer-in-
charge and shall be recovered at the rate of Rs. /- per bag of cement.
3.1-5 The labour for counting of cement bags at the time of taking of delivery of the
stores by the contractor from Government godowns shall be provided by the
contractor at his own expenses.
3.1-6 Cement will be issued to the contractor in bags as received from the factory.
The cement in bags shall be delivered to the contractor at Government Stores at
____________________________________Bahraich. The contractor shall provide
suitable means of protection during carriage and storage and shall take all necessary
steps to safe guard cement against deterioration and lossess and/or pilferage in
transit. Such arrangements shall always be made to the satisfaction of the Engineer-
in-charge.
3.1-7 Cement shall generally be supplied from Government Stores as and when
required by the contractor but the Government does not take responsibility for any
delays in issue on any account. The contractor shall not be entitled to claim any
compensation from the Government for any loss suffered by him on account of delay
by Government in the supply of cement which they may undertake to supply. In case
of such delay in the supply of cement, Government may grant such extension of time
for the completion of the works as shall appear to the Engineer-in-charge to be
reasonable in accordance with the circumstances of the case. The decision of the
Engineer-in-charge as to extension of time shall be accepted as final by the
contractor.
3.1-8 Cement which may be issued by the Government to the contractor for use on
the works shall not be utilised or otherwise disposed off by him for purpose other than
those concerning the works under this contract.
3.1-9 The contractor shall provide all facilities to the Engineer-in-charge to inspect
the cement stored in contractors godown. Such inspections shall not. However
absolve the contractor of the responsibility of care during storage and all pecautions
shall be taken by him to maintain the cement in good condition. As for as possible all
the cement shall be stored according to batches in which consignments are received
and earlier supplies shall be utilised first.
3.1-10 The Government will furnish, if required, pozzolanas and air entraining agents
and admistures to the contractor free of charge at the Government godowns
at_______________________________Bahraich. The use of such pozzolana,
admixtures agents shall be made as per instructions. Handling, batching and mixing
shall be done by the contractor and nothing extra shall be paid for this
3.1-11 The contractor shall bear all incidental charges for carriage, storage and safe
custody of all the materials and equipment at site whether supplied by him or taken
by him from Government Godown.
3.2 CEMENT :
3.2-1 The Government will provide portland or pozzoland cement in bags as received
from the factory. Cement in bags will be issued to the Contractor at Government
Godowns on rates as mentioned in schedule 'C'. Empty cement bag is to be returned
by contractor in good condition.
3.2-2 The contractor's cement stock may be checked without notice, at any time by
the Engineer-in-charge or his authorised representative and the contractor shall make
arrangement for the same.
3.2-3 The cement is supplied by the factories in the standard packing of 50 kg. per
bag. The Government will not be responsible in any manner if the bags are found to
contain less than 50 kg. cement each and the cost of cement will be charged at the
rates specified in clause irrespective of the actual weight of the cement contained.
The contractor shall, however to use cement as if each bag contained 50 kg. In case
of production of cement by weight batching, suitable adjustments will be done in the
batching to account for the short weight of cement in bags, if any.
3.2-4 If required the cement bags shall be suitably marked as approved by the
Engineer-in-charge by the contractor at his own cost so as to facilitate detection of
any pilferage or unauthorised removal from the site. If such cement bags found being
taken in unauthorised manner, away from, the contractor shall be liable for revovery
of the cost thereof @ three times of the prevailing stock issue rate of cement of the
division besides the other legal consequences.
3.2-5 Immediately after the cement is consumed on works, all empty cement bags
shall be returned in good condition by the contractor free of cost to Government
Godown at _________. The cost of empty cement bags which are not returned by the
contractor in good condition or are not accepted by the Engineer-in-charge, including
those consumed at site for curing, works etc. shall be recovered from the contractor's
bill @ Rs. 4.00 (Rs. four only) per bag.
3.2-6 The contractor shall be responsible to ensure that no misuse of cement
occures and shall maintain a register in a suitable form as directed by the Engineer-
in-charge showing receipt of cement and its consumption. The register shall be
posted up to date and signed by the contractor or his authorised representative daily.
The register shall always be available for examination by the Engineer-in-charge or
his authorised representative.
3.3 ISSUE RATES
3.3-1 Cement will be supplied to the contractor from the Government godown,
at____________________________(Bahraich) @ Rs_________________/- per bag.
3.3-2 In case, if the cement is issued to the contractor from stores other than
mentioned in para 3.3-1 above, difference in carriage charge involved from the site of
actual issue than from the sites specified in clause 3.3-1, shall be payable/
recoverable to/from the contractor at current approved schedule of rate of the
division. The difference shall be determined by the Engineer-in-charge which shall be
final and legally binding on the contractor.
3.3-3 Any other materials, if available and supplied with the permission of Engineer-
in-charge shall be issued at Government Godowns on the rates as per prevalent
stock issue rates of the division at the time of issue of material plus ten percent
supervision charges or the market rate which ever is more.
The calculation for consumption of cement shall be on the basis of mix design
as carried out by the Engineer-in-charge from time to time.
3.4 CONSUMPTION OF CEMENT
The calculation for consumption of cement shall be on the basis of mix design
as carried out the Engineer-in-charge from time to time.
3.5 EXCESS CONSUMPTION OF MATERIALS
3.5-1 At the end of each working season and after completion of the work, the
consumption of cement will be checked on the basis of schedule of consumption
detailed in para 3.4. If on completion of the work the quantity for cement issued to the
contractor is in excess of the computed consumption plus an allowances of 2% for
variation and the balance in not available in the contractor's stores and in not
returned to government godown. The cost of such balance or difference shall be
recoverable from the contractor at twice the rate of cement mentioned in schedule 'C'
but excluding the cost of E.C. bag without prejudice to clauses of this contract.
3.5-2 If on completion of work, the actual quantity of cement issued to the
contractor is more than the computed consumption on basis of mix design, the cost of
excess consumption shall be recovered @ Rs. /- per bag utp 2%
variation over computed consumption. Any stock of cement available unused in the
contractor's godown at the end of work shall be returned to the departmental godown
at contractor's own expence.
3.5-3 The cost of the cement used on auxiliary works, e.g. tanks, contractor's camp,
installation of plants, approved by the Engineer-in-charge will be recovered at rates as
per clause 3.1-4. The contractor shall given separate indents for such requirements
and shall keep a seperate account of consumption of cement on such auxiliary works.
3.5-4 If on completion of work the quantity of steel issued to the contractor is in
excess of the computed consumption plus an allowances of 2% for variations and the
balance is not available in the contractor's stores and is not returned to Government
Godown, the cost of such balance or difference shall be recoverable from the
contractor, twice the rates for steel mentioned in schedule 'C' without prejudice to
clauses of this contract. Steel bars used in making the stays, chairs, spcers, the cost of
which shall be born by the contractor, will be considered as bonafied consumption and
measured for computing consumptions only and not for payments.
3.5-5 If on completion of work, the quantity of steel issued to the contractor is in
excess beyond bonafied computed consumption upto 2% for variation, the cost of steel
issued for such variation shall be recoverable from the contractor at prevalent stock
issue rate at the time of completion of work.
3.5-6 The contractor shall cut the reinforcement bars carefully as per instructions of
the Engineer-in-charge to have minimum cut pieces and into case, the cut pieces shall
exceed 5% of the total computed consumption of bars. Such cut pieces of steel bars
shall be returned back to the department godown at the cost of the contractor.
3.5-7 The consumption of materials other than cement and steel shall be checked on
the basis of actual consumption at works and if the issued quantity to the contractor by
the department is found in excess beyond 2% of the quntity actually consumed, the
cost of excess quantity beyond 2% shall be recoverable 2 time of the then prevalent
stock issue rate of the division. Any stock of such issued material available unused in
the contractor's godown at the end of the work shall be returned to the department
godown at contractor's own expense.
3.6 CONTRACTORS GODOWN
3.6-1 Cement will be issue to the contractor only according to the requirement of work
upto one month at a time or as decided by the Engineer-in-charge. The contractor shall
be responsible for the safe storage and custody of cement for which nothing extra will
be paid to him.
3.6-2 The contractor shall maintain suitable godown at site of works at his own cost
which should be sufficient for storing his requirements of cement. Cement shall be
stored in separate damp proof godowns. If cement is spoiled or damaged on any
account what so ever, during the custody of contractor the cost of such damaged
cement shall be recovered at twice the stock issue rates of the division.
3.6-3 At every godown of the contractor, a bound register shall be maintained in which
daily receipt and consumption of cement should be recorded. The register should be
made available for check on demand by the Engineer-in-charge. The contractor shall
maintain proper watch and ward of godown at his own expences.
3.7 MATERIALS TO BE SUPPLIED BY THE CONTRACTOR
3.7-1 A part from cement and other materials mentioned in Schedule 'C' all other
materials required for the execution of the item, detailed in the schedule of quantities
and bids, shall be furnished by the contractor.
3.7-2 Materials arranged by the contractor shall be got approved from the Engineer-
in-charge before use on works. The materials not approved by the Engineer-in-charge
shall be removed from site at the cost of the contractor and no claim for the same shall
be admissible to the contractor.
3.8 DEVIATIONS, ALTERATIONS ETC. IN THE MATERIALS :
The contractor shall not in any way alter any of the materials to be used
on the works without the previous consent of the Engineer-in-charge but the
Engineer-in-charge may form time to time and at any time direct, in writting any
deviations or alteration so desired to be made and shall be made to the satisfaction of
the Engineer-in-charge in the same manner, as if the material has been originally
included in or omitted from the specifications and schedule of quantities except that
value of the same whether by way of additions or deduction shall be estimated by the
Engineer-in-charge according to the "Schedule of quantities and Bids" where
applicable and worked out as extra item otherwise.
3.9 REFERENCE SPECIFICATIONS :
The reference to specifications for the various materials to be funnished by the
contractor shall include in addition to the basic specifications all emergency/
alternative specifications which have been promulgated and were in effect on the
date the contract is signed.
CHAPTER - 4
4.0 EXECUTION OF WORKS AND CONSTRUCTION
PROGRAMME
4.1 DATA AND DRAWING TO BE FURNISHED
The contractor shall furnish the following information to the Engineer-in-charge
with in the period specified in each case.
4.1-1 The detailed construction programme and time schedule showing sequence of
the operations with in thirty (30) days after teh date of receipt of notice to proceed
with the work.
4.1-2 Monthly requirement of cement, steel & other materials according to detailed
programme.
4.1-3 Layout plans and details of construction plant and equipment for the execution
of the work including proposed size and capacities of principal items which the
contractor proposes to install at the site of work, with in thirty days of the date of
receipt of notice to proceed with the work.
4.1-4 The contractor shall submit his requirement of land at work site as early as
possible after the award of contract.
4.1-5 The approval by Engineer-in-charge of any programme on working, drawing or
layout of plants, stores, storage, buildings, offices, unloading facilities and storage
yards etc. shall not in any way be deemed to receive the contractor from full
responsibility for complete and accurate performance of the work in accordance with
the contract drawings and specifications, neither shall such approval relieve the
contract from liability placed upon him by any provision in the contract.
4.2 STAKING OUT OF WORKS
The central survey and staking of lines and grades will be caried out by the
Engineer-in-charge but the contractor shall be required to verify these lines and
grades etc. to satisfy himself about their accuracy and shall assume entire
responsibility for the accuracy of lines and grades according to which he would he
would carry out the work.
4.3 LINES AND GRADES
During the execution of works, the contractor shall lay all lines and grades etc.
required for the proper execution of the work and these shall be subject to checking
by the Engineer-in-charge. The contractor shall provide all facilities and assistance as
may be required by the Engineer-in-charge for checking the lines and grades etc. The
lines and grades, stakes and bench marks shall be preserved carefully by the
contractor untill they have surved their purpose. Works shall be suspended at such
points and for such reasonable times as may be required for checking lay out. No
compensation will be granted to the contractor for required assistance in checking of
lines and grades etc or for loss of time on account of such suspensions of work, or
otherwise on account of requirements of this paragraph.
4.4 BENCH MARKS AND SURVEY STAKES
Bench marks and survey stakes shall be preserved by the contractor and in
the event of their distruction or removal by him or his employees they shall be
replaced by the Engineer-in-charge at the contractor's expense.
4.5 WORKS SUBJECTED TO INSPECTION OF TECHNICAL AUDIT CELL
All the works during the progress and after completion shall be subjected to
inspection by technical Audit Cell, Irrigation Department (U.P.). Any defect of
materials or workmanship pointed by the Technical Examiner and established as
such shall be rectified by the contractor at his own cost. Any recoveries or reduction
in rates, considered necessary by the Technical Examiner shall be realised from the
contractor even if the work has been accepted by the Engineer-in-charge from the
subsequent bills or any of the securities of the contractor available with the
Government. Even after finalization, the recovery can be made form contractor's
assests etc.
4.6 CONTRACTOR TO BE RESPONSIBLE FOR THE SUFFICIENCY OF
MEANS EMPLOYED
4.6-1 The contractor shall supply and take upon himself the entire responsibility
of the sufficiency of the scaffoldings, staging, timbering, machinery, tools
implements and generally, all the means used for the fulfilment to this contract
whether or not of type enumerated and whether such means or may not be approved
or recommed by the Engineer-in-charge and the contractor must accept all risks and
accidents or damages from whatever cause they way arise, except where otherwise
provided in this contract till the completion of this contract.
4.6-2 The contractor shall ensure that all such structures shall have adequate
strength for purpose for which they are constructed and the contractor shall maintain
these in proper condition to the satisfaction of the Engineer-in-charge.
4.6-3 The designs of such structures are to be prepared by the contractor.
Whenever so desired by the Engineer-in-charge. The plans of such structures shall
be submitted to the Engineer-in-charge for his approval by the Engineer-in-charge.
however it will be in a spirit of helpfullness but shall not relieve the contractor of his
responsibility for their design, construction and use, and the contractor shall be liable
for injuries to damage to persons or property and works on account of their faulty
design or workmanship.
4.7 MATERIALS, WORKMANSHIP ETC.
The work shall be executed in a thoroughly workman like manner with
materials and workmanship of the best quality and strictly in accordance with the
specifications and with drawings or with such other drawings or written instructions as
may from time to time be furnished to the contractor in accordance with terms of this
contract, and shall be completed in every respect with all materials and workmanship
implied and necessary according to the fair interpretation and meaning of the same,
should there be any discrepancy between the drawing and specifications or any
difference or dispute as to the dimensions to be worked to the quality of the material
to be used or the mode of execution or periodical quantity of the work to be executed
or with respect to any subject arising out of this contract, the decision of Engineer-in-
charge shall be final and binding, on all parties, in case not specified or agreed upon.
Rejected material shall be so disposed off as to adviate any possibility of their use on
work. The place, method and period of disposal shall be as directed by the Engineer-
in-charge.
4.8 PERIOD AND HOURSE OF WORK :
The contractor will plan the execution of work and inform the Engineer-in-
charge of the number and hours of shifts he purposes to work and obtain prior
approval of his proposal from the Engineer-in-charge. He shall work in shifts and
hours as may be specified by the Engineer-in-charge from time to time.
4.9 SPEED OF WORK :
The contractor shall at all times maintain the speed of work to confirm to the
latest operative progress schedule but the Engineer-in-charge may at any time, with
one months notice in writting, direct the contractor to slow down any part of whole of
the work for any season whatsoever (which shall not be questioned) and the
contractor shall comply with such orders of the Engineer-in-charge. The complience
of such order shall not entitle the contractor shall comply with such orders of the
Engineer-in-charge. The complience of such order shall not entitle the contractor to
any claim or compensation except that reasonable extension of time to be
determined by Engineer-in-charge will be granted in case slowing down results in
delay in final completion of work.
4.10 CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF WORKS DURING
CONSTRUCTION
All the works comprising this contract untill handed over to the Engineer-in-
charge, shall stand at the risk of the contractor who shall be responsible and made
good at his own cost all losses or damages caused due to any cause what so ever
and the contractor shall handover at the time of completion to the works in good order
and condition and in confirmity, in every respect with the requirement to the contract
and the instructions of the Engineer-in-charge. Nothing extra shall be paid for
maintenance of the work during construction.
4.11 CONSTRUCTION PROGRAMME :
4.11-1 The contractor shall supply, erect, equip or construct the whole of the works
and had them over to the Engineer-in-charge on or before the date specified in para
4.11-2 of this contract, the time stated in para 4.11-2 shall include final clear up of the
work site as defined in para 4.12.
4.11-2 Based on the enclosed plan, the following shall be the schedule of
construction. As per clause 2-B of I.D. Form No.-111.
4.12 CLEARING UP :
Upon completion of construction of works the contractor shall remove from the
work site all plants, buildings, rubbish, unused materials, concrete forms and other
materials belonging to him/or used his direction during construction and in the event
of his failure to do so, the same shall be removed by the government at the expense
of the contractor.
SPECIFICATION
SPECIFICATIONS
CHAPTER - 1
1.00 EARTH WORK IN EXCAVATION OF FOUNDATION :
1.01 The tendered rate for this item shall include excavation as well as disposal of
all types of earth work, soils, sand, blockkanker, shingle, boulder or any other
formation mixed with any percentage or in total, encountered in foundations including
all leads and lifts. The rate shall also include handling of wet earth work. Disposal of
excavated material shall be done as per directions of the Engineer-in-charge. Nothing
extra shall be payable to the contractor for disposal of excavated material with in 200
meters form C.G. of excavation area to C.G. of disposal area measured horizontally,
no disposal is to be done beyond 200 meters, if asked for shall be payable at the
current departmental schedule of rate.
1.02 The excavated earth shall be diposed off in making bund, embankment or as
per direction of Engineer-in-charge. The area where the earth is to be disposed shall
be cleared of all trees, roots, bushes vagetation, humus and other objectionable
matter before laying any disposed earth. The roots, bushes and other objectionable
material shall either be burnt or completely removed from site to the satisfaction of
Engineer-in-charge. Disposal in the stream will not be permitted and no material shall
be piled when in the opinion of Engineer-in-charge. It is liable to be flown away by
floods. Timber, fuel and other useful materials, if obtained in such clearance, shall be
the property of department and shall be stocked at site approved by the Engineer-in-
charge and no payment shall be made for these operations and it shall be deemed to
have been covered in the rate of earth work.
1.03 The entire area to be occupied by the disposed earth shall be cleared as per
lines and grades indicated in drawing or as per direction of Engineer-in-charge. The
top soil containing vegetation and other objectionable matter shall be completely
stripped to a minimum depth of 15 cms. for which nothing extra shall be paid.
1.04 Before disposal of earth is started, profiles of the embankment shall be made
and maintained by contractor to the satisfaction of Engineer-in-charge for which
nothing extra shall be paid.
1.05 The contractor shall construct coffer bund or ring bund to cordon off his
working area from spilling of the river/drain during working season. The cross section
of the coffer bund or ring bund shall be got approved from Engineer-in-charge before
starting work. The earth required by the contractor constructing such coffer bund/ring
bunds shall be taken from excavation in foundation.
1.06 The disposal of the excavated earth shall be done in successive horizontal
layers in the embankments. A subsequent layer in embankment shall not be started
unless the previous layer has been conpacted manually. Mechanical compaction, if
needed, shall be done by the Department.
1.07 Hydraulic filling, required during the mechanical compaction shall be done by
the department. The water from dewatering operations will be made available to the
contractor either directly through delivery pipes or tapping from them. The cost of
operation shall be included in the rate of dewatering and nothing extra shall be
payable to the contractor.
1.08 During he progress of compaction, the contractor willemploy sufficient labour
for spreading the earth in perfect level and in dressing so that rolling and watering of
machines may not have to remain idle at any time or due to which proper compaction
may not suffer. In case of failure of mechanical compaction by the department, the
compaction will be done by the contractor himself for which he shall be paid at
mutually greed rates.
1.09 It will be contractor's responsibility to maintain at his own cost any reach or
reaches of the embankment so made out of the excavated earth for the time till it is
taken over by the department.
1.10 The pit of foundation is to be excavated with stable side slopes at all
stages during the progress of the work. No excavation with sides vertical will be
done. The side slopes should not be steeper than 1:1 at any stage of work. The
contractor shall take due care to protect the excavations from damage by slips,
rain cuts, or other causes at his own cost and nothing this account shall be
payable to him.
1.11 The excavation of foundation is to be done only up to the desired level. Excess
excavation beyond desired level done due to the contractor's negligence shall not be
paid for such extra excavation done, shall have to be filled up by sand or concrete as
per directions of the Engineer-in-charge by the contractor at his own expenses.
1.12 The botton and side slopes upon or against which concrete is to be placed
shall be finished accurately to the established lines and grades and loose material on
surfaces so prepared shall be moistened with water and tamped or rolled with
suitable tools and equipment to form a firm foundation for the concrete structure.
Where the material if found to be unsuitable to form a firm foundation, further
excavation will be payable to the contractor.
1.13 MEASUREMENT OF EARTH WORK AND PAYMENT :
1.13-1 Lines of cross sections shall be marked on the ground at every 20 meters
distance or closer as directed by the Engineer-in-charge along lines at right angles to
the center lines of the work.
1.13-2 Before commencement of work, ground level shall be observed at each 10
meters peg or closer as desired by the Engineer-in-charge, along each cross section
in the presence of the contractor or his authorised agent. These levels shall be
recorded in measurement book and also plotted on a sheet of graph paper both of
which shall be signed by the contractor in token of his acceptance. The level will be
taken with reference to the bench marks already established.
1.13-3 For the purpose of measurements of excavations cross section prior to
commencement of work as mentioned in clause 1.13-2 shall form the basis for
computing quantity of earth work in excavation with reference to the final cross
section, which shall be taken on completion excavation in a specified area and also at
the close of season (i.e. before 15th June) and plotted on the original section.
1.13-4 Cross section shall again be taken before the commencement of next working
season. These cross sections shall form the basis for measurements of excavation in
the following working season provided that the progress as per construction schedule
for the previous working season has been achieved. In case progress as per
construction schedule in not attained, cross section taken at the close of season i.e.
before 15th June as mentioned in clause 1.13-3 shall form the basis of measurement
for the following working season for the portions of excavation which remains
unutillised for construction as per schedule and cross section after the mansoons, for
following working season shall not be taken.
1.13-5 Running payments shall be made as per rates worked out on the basis of
sanctioned schedule of rates prevalent at the time of signing of the agreement or the
rates entered in the agreement, which ever is less.
1.13-6 If there is any increase in the quantities due to any reasion what so ever the
excess quantity more than that the provided in the schedule of bids shall be paid
either at the tendered rates or at the departmental schedule of rates operative at the
time of entering in to the agreement which ever is the minimum.
1.13-7 Final measurement shall be recorded by observing the finished level of
excavation of each line of cross section at the same location as taken in para 1.13-2.
These measurements shall be recorded on measurement book and also plotted in
the graph sheet showing the initial ground levels. Both of these documents shall be
signed by the contractor in token of his acceptance. If contractor refuses to sign the
documents, a remark to the effect shall be recorded by the person taking the
measurements. The total quantity of earth work done will be calculated by super
imposing the cross section taken on para 1.13-2.
CHAPTER - 2
2.00 DEWATERING
2.1 The lump sum rate for the job of dewatering include the cost of entire
dewatering required to be done for carrying out the different items of the works of the
tender for its full satisfactory completion. The rate includes the cost of all the pumps,
motors, cable, pipe lines and other electric and diesel machines required for the job.
The rate also include the cost of all fuel and lubricant required to the machines for the
entire period till the satisfactory completion of all the items of works of the
tender/agreement. The rate as well includes the expenses towards electric power
consumption required to run the machines.
2.2 Item of dewatering shall include suitable pumping devices, installation for
drawl of water from the foundations such as well points or shallow tube wells
installation and operation of pumping units, construction and maintenance of drains,
flumes or pipes for the disposal of water with a view to ensure that work area is
reasonably dry for the excavation in foundation to be carried out and laying of cement
concrete, C.C. Blocks toe wall and boulder apron to be done. A series of tube well
have to be sunk by the contractor covering the entire area at a spacing suitable for
effective dewatering of the entire area. The sub soil water level in the work area shall
be maintained at a suitably low level to ensure that it is no way interferes with
construction activities and does not endanger the safety of works already
constructed. The disposal of the water drawn form dewatering operations shall be
made in the drain sufficiently beyond the work area as directed by Engineer-in-charge
at site. The disposal of pumped water shall be done through a network of pipe lines.
All the dewatering operations as mentioned above shall be contractor's sole
responsibility.
2.3 The contractor shall submit his detailed plan for dewatering of foundations to
the Engineer-in-charge and obtain his prior approval before implementation of his
plans. Normally the drawn of water from the foundation involving use of a suitable
strainer such as tube wells will be acceptable. Surface pumping can only be done
after taking approval from Engineer-in-charge.
2.4 The item shall include pumping to control seepage pressures under the sub
structure which is in the process of construction and adequate pumping is to be
continued till the sub structure develops required dimensions as well as strength to
with stand seepage pressures. The dewatering plant in various ways of the structure
will be kept in operation till one week after the completion of concreting.
2.5 The tendered rate for this item is lump sum. The item would be payable as
under :-
(i) 30% of the lump sum amount will be payable to the contractor on excavation
work on pro-rate basis i.e. in the ratio of the value of excavation work in the bill
to the total value of excavation work (item No.-1 of schedule of quantities and
bids) as provided in the contract. The remaining of the lump sum amount
under this provision, if any shall be paid after entire completion of excavation
of foundations required to be completed under provisions of the contract.
(ii) The value of the earth work above spring level at the time of comencement of
the work shall be deducted from the value of excavation of work as mentioned
above in sub clause and (1) from the total value of excavation work.
(iii) 60% of the lump sum amount will be payable on the other itmes of work in the
schedule of quantities on prorate basis i.e. in the ratio of the value of the other
item of works to the total value of works less total value of earth work and total
lump sum amount of dewatering. The balance of the lump sum amount under
this clause, if any shall be paid on completion of work under provision of the
contract at the discretion of the Engineer-in-charge that no dewatering is
required for the completion of the remaining works if any.
(iv) Balance 10% of the lump sum amount shall be released after completion of
the item of dewatering i.e. removal of pumps etc.
2.06 If the quantities provided in the schedule of quantities & bids increase or
decrease due to change in design or any other reason and cost of works increase
decrease due to this. The lump sum amount for the item of dewatering shall be
increased or decreased accordingly in the same proportion. To work out the cost of
work as mentioned above the value of item of dewatering of the schedule of bid shall
be executed.
2.07 For dewatering if carried out for a period more than the time alloted in this
tender due to delayed completion of work for reasons what so ever, the contractor will
have no claim for the extra dewatering done by him. No matter how so ever long the
additional period of dewatering may be.
CHAPTER - 3
CEMENT CONCRETE WORK
3.00 GENERAL :
3.01-1 All reinforced concrete work shall be carried out according out to I.D., U.P.
standard specification No. 31 and 32.
3.01-2 Toe wall shall be constructed of size and shape as indicated in the drawing or
as directed by the Engineer-in-charge.
3.01-3 All structures shall be built in a workman like manner to the lines, grades and
dimensions shown in the drawings or as prescribed by the Engineer-in-charge. The
location of all construction joints shall be subject to the approval of the Engineer-in-
charge. The dimensions of each structure shown on the drawing will be subject to the
approval of the Engineer-in-charge. The dimensions of each structure shown on the
drawing will be subject to such change as may be found necessary by the Engineer-
in-charge to adopt the structures to the conditions met with after the excavation. The
cost of supplying aggregates shall be included in the unit rates tendered in the
schedule of quantities and bids, for the item of work in which the aggregates. The
contractor shall not to be entitled to additional compensation for materials wasted as
fines or materials discarded by reason of being above maximum size specified for
use. The tendered rate shall be for complete item of work and shall include cost of all
materials except items not mentioned in schedule 'C' labour T&P and all other
incidental charges required for satisfactory execution of this item of work.
3.02 COMPOSITIONS :
Concrete shall be composed of pozzolana cement, water, fine and coarse
aggregate and considered if necessary by the Engineer-in-charge and air entraining
admixture & pozzolana admixture. The design of each concrete mix will be based on
the water cementration necessary to secure a plastic, workable mix suitable for the
specific condition of placement and when properly cured to give a product having
durability, impremeability and strength in accodance with all the requirements of the
structures covered by these specifications. The Engineer-in-charge will specify the 28
days field strength of cement concrete. The tests in the laboratories for design of mix
shall be carried out in accordance with is 456-1978 or its latest revisions and
amendments. The mix design will be communicated before the work is taken up.
3.03 QUALITY :
Sampling for aggregates and cement concrete shall be carried out in
accordance with relevant specification of ISI, Samples for testing concrete as mixed
will be taken by the Engineer-in-charge for all classes of mix when being delivered
from the mixer placed in the forms and tested in accordance with the relevant
specifications of I.S.I. The contractor shall not be entitled to any payment for samples
of materials taken by Government for test. The contractor shall provide such facilities
as the Engineer-in-charge may consider necessary for the ready procurement of
representative these samples.
3.04 CEMENT :
Cement in gunny bags will be supplied by the Government in accordance with
the provision of the condition of contract. The cement shallbe tested under the
supervision of the Engineer-in-charge at Government expense. All sampling and
testing shall to done in accordnace with I.S.I. specification. The cement found
unsuitable for use shall not be allowed to be used on works.
3.05 AIRENTRAINING ADMIXTURE :
3.05-1 The air entraining admixture, if reuqired will be furnished to the contractor free
of cost of Departmental stores ________________ (Bahraich) and will consist of an
approved compound which will produce and entrain air in the concrete. The
contractor shall arrangements for adding and mixing of the Air entraining admixture
as per instruction make necessary of the Engineer-in-charge without any extra
charge.
3.06 FINE AGGREGATE :
3.06 Coarse sand to be used in concrete work shall be brought from Banda
quarry by the contractor. Sand to be used for concrete work of M 7.5 & M 10 will
have fineness modulus not less that 1.50 in R.C.C. of M. 15, Grade, F.M. of sand
shall not be less than 2.2. In case of R.C.C. local sand will not be allowed to be mixed
with the coarse sand even if the F.M. of coarse sand is found to be more than 2.2. All
fine aggregate shall be screened and washed to remove impurities and finar
particles. The fine aggregates shall be clear, free from excess mica, silt and clay,
organic and chemical impurities shall consist of hard, dense and tough material.
Before final use the fine aggregate shall be approved by the Engineer-in-charge. The
maximum deleterious substance in the sand shall not exceed 5% (Five percent)
3.06-2 GRADING :
The fine aggregate as delivered to the mixers or as incorporated in the mixed
concrete shall be of unifor grading with in such limits as may be specified by the
Engineer-in-charge with a maximum size of 4.75 mm.
3.07 COARSE AGGREGATE :
3.07-1 GENERAL :
The coarse aggregate shall consist of natural shingle. It shall be sound and
free from flaws, injurious and weathered particles, organic matter, snd clay trash etc.
and shall be washed before use. Coarse aggregate shall consist of uncoated, hard,
hard, strong, dense and durable pieces. The percentage of deleterious substance inh
any size of coarse aggregates as delivered to the mixer shall not exceed 5% (five
percent) by weight.
3.07-2 In case of cement concrete M-7.5, M10 grade the coarse aggregate
(Haldwani) shall be separated and stack in 80-40mm, 40-20 mm., and 20-4.75 mm
fraction and shall be used as per mix design.
3.07-3 In case of reinforced cement concrete M 15 grade, the coarse aggregate shall
generally comprise of Haldwani shingle 4.75 mm to 20 mm. The decision of
Engineer-in-charge in this regard shall be final as per mix design and binding on the
contractor. No claim on this account shall be entertained.
3.07-4 In case of reinforced cement concrete M 15 grade, the coarse aggregate
(Haldwani) shall be used in 40-20 mm. and 20-4.75 mm. fraction as per mix design.
The decision of Engineer-in-charge in this regard shall be final and binding on the
contract. No claim on this account shall be entertained.
3.07-5 The coarse aggregates as delivered to the mixer shall be charged separately
as prescribed in para 3.07-2, 3.07-3 and 3.07-4 or as may be specified by the
Engineer-in-charge.
3.07-6 Each size of coarse aggregate i.e. 80-40 mm. 40-20 mm and 20-4.75 mm
aggregate shall be stored separate stock piles. The piles shall be located so as to
avoid any undesirable material getting mixed upto with the aggregates. There shall
be adequate arrangement for watering the shingle. If the piles get mixed upto with
any udesirable material the contractor shall remove such undesirable material by
washing and other means as not to cause any change in the uniformaly of the
grading.
3.08 WATER :
Water for mixing concrete shall be clear and free from injurious oils, acids,
alkalies, organic matter salts or other impurities, water shall be priodically checked for
silt or organic impurities. The contractor shall make his own arrangements for water
required for washing aggregates, mixing in concrete etc. including their maintenance
and operation at his own cost.
3.09 PROPORTIONING OF CONCRETE.
3.10 The proportion of all materials entering into the concrete shall be as directed
by the Engineer-in-charge. The contractor shall provide all necessary equipment and
plant to determine and control the actual amount of material entering each batch. The
proportion will be changed, whenever in the opinion of the Engineer-in-charge. Such
change is neccessary in order to maintain the standard of quality required by these
specificatons.
3.10-1 BATCHING :
The coarse and fine aggregate, water and cemnet entering into the concrete
mixer shall be batched and measured by value as per direction of the Engineer-in-
charge. As specified air entraining agent or pozzolana shall be added separately to
the mixer from outside as directed by the Engineer-in-charge.
3.11 BATCHING AND MIXING CONCRETE BY VOLUME :
3.11-1 AGGREGATE :
The coarse and fine aggregate shall be gauged by wooden "Farmas" or
measures of approved size, which should be suitable to measure quantity of
aggregate for the required mix correctly. When filling "Farmas" the materials shall be
poured loosely and struck off level. No compaction shall be allowed.
3.11-2 Bulking test for sand shall be made on arrival of each new consignment of
sand and after any change in the weather, rain or sunshine. The volume of sand to
be mixed shall be adjusted by the contractor in accordance with the test results as
approved by the Engineer-in-charge.
3.11-3 WATER :
Exact quantity of water to be added for the prescribed mix shall be specified by
the Engineer-in-charge in terms of liters of water per 50 Kg. of cement used in the
mix. All containers used for measuring water shall decalibrated in litres. Alternatively
mechanical device may be used but the contractor shall be responsible to ensure that
correct amount of mixing water is added to the concrete. Adjustment in the mixing
water for moisture contenet in aggregate shall be made on the result of tests
conducted at site from time to time and as per directions of the Engineer-in-charge.
3.11-4 MIXING :
Mixing shall be done by mechanical means in concrete, oxers. The time for
obtaining uniform mix for a particular type of job shall be initially determined by the
Engineer-in-charge and the same time shall thereafter be adhered to for mixing all
subsequent batches of that type of concrete unless revised by the Engineer-in-
charge. The adequacy of mixing shall be determined in accordance with I.S. 1199-
1959 and any subsequent amendments, revisions thereafter.
3.12 CONVEYING :
Concrete shall be conveyed from the mixer to forms as rapidly as practicable
by method which shall prevent segregation or loss of ingredients. There shall be no
vertical drop greater than 1.5 meters except where suitable equipment is provided to
prevent segregation and where specifically authorised by the Engineer-in-charge.
3.13 PLACING
Concrete shall be worked readily into the corners and angles of the forms and
embeded items (if any) without permitting segragation. Concrete shall be poured as
close as possible to its final position in the forms so that flow within the mass and
consequent segregation is reduced to minimum. the placing of concrete shall be
controlled so that the concrete be effectively compacted into horizontal layers not
exceeding 500 mm. in thickness with a minimum of lateral movement and
accompanying tendency for segregation. Free water collected in depressions in the
forms shall be removed by bailing before placing of fresh concrete. Once the
concreting has been started in a particular block the contractor shall not stop is
unless the block has taken completed. If however the concreting has to be stopped
due to unavoidable reasons before completion of the whole block, the contractor shall
make arrangements for scrubbing the surface soon after the placement of concrete.
Fresh layer of concrete shall be laid only after the old surface of the concrete has
been raked by chipping, cleaned and washed. A thin layer of slurry in 1:1 cement
mortar shall be laid before placing fresh concrete is such cases. No extra payment
shall be allowed on account of this treatment wherever necessary.
3.14 TIME INTERVAL BETWEEN MIXING AND PLACING
Concrete shall be placed before initial set has occured and unless otherwise
authorised by the Engineer-in-charge within thirty minutes of release mixer.
3.15 CONCRETE ON EARTH FOUNDATIONS :
Unless otherwise authorise all concrete shall be placed upon clean, damp
surface, free from standing or running water and never upon soft mud, dried porous
earth or upon fills that have not been subjected to approved rolling and tamping untill
desired compaction has been obtained to the satisfaction of the Engineer-in-charge.
3.16 VIBRATION OF CONCRETE :
Concrete shall be compacted with the laid of mechanical vibrating equipment
& supplemented by hand spreading & tampling in no case vibrator be used to
transport & spread the concrete. Vibrating equipment shall be of the internal
type and shall at all times be adequate in number of units and in power of each units
to properly consolidate the concrete. Form vibrators shall not be used unless
specifically approved by the Engineer-in-charge. The internal vibrators shall maintain
vibration of not less than 7,000 impulses per minute when in operation while
submerged in the concrete. The intensity (amplitude) of vibration shall be sufficient to
produce satisfactory compaction. The duration of vibration shall be limited to that
necessary to produce adequate compaction without causing objectionable
segregation. While compacting each layer of concrete the vibrating head shall touch
the concrete in the upper portion of the under laying layer in the same lift.
Subsequent layers of concrete shall not be placed untill the previous layer has been
worked throughly as specified.
3.17 REPLACEMENT OF REJECTED CONCRETE
Concrete which is placed and compacted in accordance with these
specifications and is in the opinion of the Engineer-in-charge of inferior quality shall
be removed and replaced by the contractor. The intire cost of removing and replacing
such rejected concrete shall be borne by the contractor including cost of the materials
required in the replacement.
3.18 CURING THE PROTECTIONS
Concrete shall be suitably protected form injury untill final acceptance, giving
particular care to all permanently exposed corners and edges. All exposed concrete
surfaces shall ordinarily be kept moist continousaly for at least 2 weeks after placing.
In case pozzolana is used in concrete the curing period shall be increased to atleast
3 weeks. All water used in curing shall be free from excessive amounts of silt,
colouring matter and other impurities which may stain the finished work. No fire or
excessive heat shall be permitted near or in direct contact with concrete at any time.
3.19 REPAIR OF CONCRETE
Repair of concrete wherever necessary and where permitted by the Engineer-
in-kcharge shall be performed by skilled workmen and in the presence of an
authorise representative of the Engineer-in-charge. The contractor shall correct all
imperfections on the concrete surface as necessary to produce surface to the
requirements specified. Rapairs of imperfection of formed concrete shall be
completed as soon as practicable after removal of forms and whenever practicable
within 24 hours after removal of forms. Fines and encrustations shall be neatly
removed from surface. Concrete that is damaged from any cause and concrete that is
honeycombed, fractured or otherwise defective and concrete which because of
excessive surface depression must be excavated and build u p to bring the surface to
the prescribed lines shall be removed and replaced, with dry pack mortar or concrete
as herein after specified. Dry pack filling shall be used for hoes, having atleast one
surface dimension a little greater than the hole depth, for holes left by the removal of
fastoners from the ends of form tie rods and for narrow slot cuts for repair of cracks.
All material procedure and operation used in the repair of concrete shall be subject to
the approval of the Engineer-in-charge. The cost of all materials, labour and
equipment used in the repair of concrete which before final acceptance of work is
found to be damaged or defective or not within the specified limits, shall be borne by
the contractor.
3.20 FINISHING OF CONCRETE SURFACE
3.20-1 The top surface of each block or the foundation shall be finished level. Coarse
gravel protruding from the surface shall be work down into the mass during the
vibration operation. The top surface shall be rendered smooth by board finish.
3.20-2 Horizontal, vertical joints may be provided in the work as per structural or
constructional requirements. Due care shall be taken by the contractor to as certain
that joints other than authorised do not occur in the cement concrete work. The
vertical joint whenever provided shall be sealed against water leakage by means of
rubber & or copper seals or G.P. sheet seals.
3.20-3 In case of vertical joints the vertical face of concrete laid first shall be painted
with hot bitumen for painting shall be provided by the department free of cost
Government stores at Kalpipara Bahraich.
3.20-4 Nothing extra shall be paid to the contractor on account of cost of fuel
charges for heating the bitumen and labour charges for painting the surface with
bitumen.
3.21 VARIATION IN CEMENT CONTENT OF CONCRETE
3.21-1 The rates tendered by the cantractor are per cubic metre of concrete laid on
the basis of consumption of cement as per design of mix for the respective items of
concrete as per schedule of quantities and bids. In case aggregates of slightly
modified gradation acceptable to the Engineer-in-charge is to be used by the
contractor the extra quantity of cement required due to gradation being not as
specified would be on contractor's account.
3.21-2 In case mix design for a particular grade of concrete provide for a lower rate of
consumption of cement, the rates for that particular grade of concrete will be reduced
@ Rs. _____________per bag of cement consumed lesser than the provision of
consumption as per schedule of bids.
3.21-3 Similarly if the consumption of cement is increased on the basis of design of
mix, the rates for the concrete will be enhanced at the rate Rs. _________________
per bag of cement proposed to be consumed more than provided in the schedule of
bids.
3.22 STRENGTH OF CONCRETE
Cement concrete cubes and/or cylinders shall be tested for 28 (Twenty eight)
days compressive strength. The acceptance criteria for the concrete shall be as of
I.S.456-1978 or latest revision. Concrete of lesser strength than specified strength of
the particular mix of concrete may be accepted but payment shall be made at
reduced rate in preparation of actual strength to the specified strength.
3.23 MEASUREMENT AND PAYMENT
Measurement of concrete items will be made onty to the line of structure as
indicated in the drawing or established by the Engineer-in-charge. In measuring
concrete the volume of all recesses, passages, chambers, openings, cavities,
depressions etc. expect embedments such as sheet piles, reinforcement, the rods
and anchor bolts and seals will be deducted in the event of foundation being
excavated beyond required limit as per drawing or direction of Engineer-in-charge.
The contractor shall fill the same with the similar grade of concrete as in foundation
and no measurements for payment will be made on this account.
3.24 RATE
Tendered rate shall be for complete work including cost of all materials
inclusive of all labour, cost of all T&P, handling of material at site of work, mixing of
concrete in mixers, pouring, vibration and curing to all works in accordance to
specification and to the satisfaction of Engineer-in-charge.
CHAPTER - 4
4.00 CENTERING AND SHUTTERING
4.01 GENERAL :
Forms for placing the concrete shall be provided by the contractor and shall be
of wood. Steel or other approved material. The type, shape, size, quality and
strength of all materials of which the forms are made shall be subject to the approval
of the Engineer-in-charge. Forms shall be used wherever necessary to confirm the
concrete and shape it to the required lines. Forms shall have sufficient strength to
with stand the pressure resulting from placement and vibration of the concrete and
shall be maintained rigidly in correct position. Forms shall be substantial and
unyielding so that concrete placed in them confirm to the dimentions design and
contours. Form shall be sufficiently tight to prevent loss of mortar from the concrete.
The cost of all labour and materials for form and for any necessary treatment or
coating of form shall be included in the tendered unit rate in the schedule of quantities
and Bids for centering and shuttering under item No.-3.
4.02 INSPECTION OF FORMS :
After the forms are created and before any concrete is placed the forms shall
be inspected for line, level and grade with respect to the structure, adequacy of
bracing free from dirt, fixtures, keyways, opening etc. No concrete shall be placed
against the forms unless the forms have been checked and placement of concrete
permitted by the Engineer-in-charge or his authorised representative.
4.03 FORM SHEATHING AND LINING
All material for forms sheathing and lining of wood or sheets shall be of such
quality that no chemical deterioration or discolouration takes place of the forms and it
successfully withstands mechanical vibration and other relevant specification for
finished form surface.
4.04 FORM TIES
Embeded metal Roads used or holding forms shall remain in position and shall
terminate not less than 38 mm. in concrete clear of the perform surface where the
maximum size of aggregate in the concrete is 30 mm. or less and not less than 50
mm. in the concrete clear of the formed faces of the concrete where maximum size of
aggregate is 76 mm. or more, embeded fasterers on the ends of rods shall be such
that their removal will leave holes of regular shape. Embeded bolt ties for holding
forms will not be permitted in concrete walls to be subjected to water pressure or
where the concrete surface through which the ties would extend, will be permanently
exposed. Bolt ties shall be cut of flush with the surface of the concrete after the forms
are removed.
4.05 At the time concrete is placed in the forms, the surface of the forms shall be
free from encrustations of mortar group or other foreign material that would
contaminate the concrete or interfere with the fulfilment of the specification,
requirements relative to the finish of formed surface. Before concrete is placed the
surfaces of the forms shall be oiled with a commercial firm's oil or treated with other
form coating material that will effectively prevent sticking and will to stain the concrete
surface. For wood forms oil shall consist of straight, refined plain parafin mineral oil or
other foms coating material to the satisfaction of the Engineer-in-charge. For steel
form oil shall consist of refined mineral oil suitable comounded with one or more
ingredients which are appropriate for the purpose or other suitable form of coating
material approved by the Engineer-in-charge.
4.06 Forms shall be left in place untill their removal is authorised and shall be
removed with care so as to avoid any injury to the concrete. Form's removal shall be
authorised and forms shall be removed as soon as practicable in order to avoid delay
in the water curring and also to enable earliest practicable repair of surface and
imperfection as may be ordered by the Engineer-in-charge for each job separately
and the contractor shall not removed any form earlier than the time so specified. The
form shall be removed with care without shock or vibration and without consequent
injury to concrete.
4.07 SCAFFOLDING FOR CENTERING AND SHUTTERING
Suitable scaffolding for centering and shuttering shall be provided by
the contractor whenever necessary and shall later on strengthen the scaffolding if
required by the Engineer-in-charge but the contractor shall always remain responsible
for the safety of workmen and works, as well as the payment of compensation for any
damage or injury which may be caused by the failure of scaffolding. Nothing extra
shall be paid on this account of safety measure.
4.08 MEARSUREMENT AND PAYMENT :
Form work shall be meaured for the surface area of concrete placed against
the form and shall be paid under item centering & shuttering for concrete work for
each job of concrete as provided in the item of schedule of bid.
4.09 The rate of centering & shuttering shall include all labour, T&P and cost of
form materials, scaffolding and other accessories required for completion according
to specification.
4.10 In case of forms are supplied departmentally to the contractor, rent shall be
recovered from the contractor as per schedule 'D' or as fixed by Engineer-in-charge.
All such form shall be returned back to the departmental store in unbroken and
undamaged state, failing which recovery shall be made at the prevailing stock issue
rate.
4.11 SLURRY :
Use and consumption of cement in slurry/mortar in cold joints shall be
considered as bonafied use for which separate account shal be maintained by
contractor duly verified by Engineer-in-charge or his authorised representative. Cold
joints will be provided and prepared before concreting as per instructions of Engineer-
in-chagre.
4.12 All such cement for preparation of cold joints used in slurry/mortar considered
bonafied use and duly verified by Engineer-in-Charge or his authorised
representative will be issued to the contractor on rate shown in schedule 'C'. No extra
payment shall be made on this account.
CHAPTER - 5
JOINT FILLER BOARD
5.1 JOINT FILLER BOARD
5.1-1 The joint filler board shall be fixed by the contractor as per instructions of
Engineer-in-charge. Filler board will be 25 mm. thick soft board. The joint filler board
shall be cut to proper size and fixed to properly as per drawing or instructions of
Engineer-in-charge.
5.1-2 The rate shall include cost of all material including carriage of joint filler board
its handling cutting fixing and maintaining them in position. The overlaps shall not be
paid extra. Thje rates shall be per Sq.M. of 25 mm. thick soft board.
CHAPTER - 6
6.0 STEEL REINFORCEMENT
6.1 GENERAL
The contractor shall cut, bend and place all steel reinforcement as indicated on
the drawings or otherwise required or as directed by the Engineer-in-charge. The
steel for reinforcement will be provided by Government at the rate and site as per
schedule 'C'. This item will include cost, carriage of all materials, shaping, cutting,
bending, binding and placing in position of all reinforcement steel with the help of
spacer block and metal chairs including cost of binding wire.
6.2 QUALITY OF REINFORCEMENT
All steel used for reinforcement shall be free from oil, grease, dust, mortar,
scales, links, rust, shop scale or rolling defect or bends other than those required as
per drawing. Reinforcement drawing bar placement details and bar bending details
will be furnished by the Engineer-in-charge. All bars shall be bent cold to the shapes
and dimension as per drawings and as directed by the Engineer-in-charge. Heating of
bars for bending shall not be allowed. The radius of all bends shall not be less than 4
time of the diametre of the bar or as directed by the Engineer-in-charge. All steel
supports provided by the contractor to hold the reinforcement which get embedded in
the concrete will be provided at the contractor's cost and will not be measured as
reinforcement.
6.3 PLACING OF REINFORCEMENT
6.3-1 Before placing the reinforcement bars in position all bars shall be throughly
cleaned as per para 9.2. All bars shall be of the size and length directed and no sub-
stituion shall be made, unless approved by the Engineer-in-charge. All reinforcement
shall be placed in position well in advance of concreting to permit inspection and
checking and measurement in accordance with detailed drawings and secured in
position such that they will not be disturbed during placing and vibration of concrete.
Splice bars shall provided sufficient overlap to transfer stresses by binding or
welding.
6.3-2 Vertical shear steel stirups and spacers shall be securely fastend to the
longitudinal bars by means of binding wire or track welding, if approved by the
Engineer-in-charge. Wherever possible the contractor shall remove the spacer blocks
provided their removal does not disturb the concrete. Exposed reinforcement
intended for bending or dowelling between two placement of concrete shall be
protected from being disturbed and shall be throughly cleaned prior to subsequent
concreting.
6.4 JOINTS IN REINFORCEMENT BARS :
6.4-1 The position of joints in reinforcement bars shall be subject to the approval of
the Engineer-in-charge. These shall be suitable staggered to avoid the connectration
of joints at any one section.
6.4-2 The reinforcement bars shall be jointed by simple overlap welding or as
directed by the Engineer-in-charge. The approximate bar diametre for which different
types may be adopted are as enclosed. (A) Bars upto 25mm. diameters overlap
joints. (B) Bars above 25 mm. diameters welded joints.
The range is subject to the modification at the discretion of Engineer-
in-chrge.
6.5 OVERLAP JOINTS :
The length of overlap joint shall be 45 time the diameter of the bar or as per
instructions of Engineer-in-charge. Bars should be securely tied down by 16
S.W.G., G.I. wire.
6.6 WELDED JOINTS :
Reinforcement bars above 25 mm diameter shall be provided with welded
joits. The welded joints shall be provided by placing the bars on end in position and
splicing by an angle iron of equivalent area. The length and thickness of weld shall be
such that the strength of joints shall not be less than of the bar. Lap weld may also be
all owed by the Engineer-in-charge wherever found necessary and shall be done as
per his directions.
The welding shall confirm to I.S. 816 (1965) "Code of practice of metal are
welding for general construction in mild steel". The joints shall be stagered such that
there are no more 33% splices in one line.
6.7 MEASUREMENT AND PAYMENT:
6.7-1 Measurement of steel reinforcement will be made for the length of the steel
required to be placed according to the drawing or as per direction of Engineer-in-
charge including overlaps, bends and laps in welded joints and angle inron for welded
splicing and payment for the same will be made at the unit price per metric tonne
tendered in the length of the steel required to be placed according to the drawing or
as per direction of Engineer-in-charge including overlaps, bends and laps in welded
joints and angle iron for welded splicing and payment for the same will be made at
the unit price per metric tonne tendered in the schedule. No payment of additional
steel used in making of the stays, chairs etc. or for binding wire will be made. The
additional length of bars placed by the contractor without directions of the Engineer-
in-charge may be allowed to remain in the structure but will not be measured for
payment. No extra payment shall be made for welding in welded lap or splice joints.
This expenditure on this account will be included in the tendered rates.
6.7-2 The weight as specified in the I.S. Code shall be taken as standard for
purpose of computing the total weight used as reinforcement.
CHAPTER - 7
7.00 Ist CLASS BRICK IN 1:3 OR 1:4 CEMENT MORTAR :
7.01 The brick masonary work will be carried out in cement mortar with best
available local Ist Class bricks having a minimum crushing strength of 105 Kg./Sq.
Cm. The size of bricks shall be 23x11x7 in cm. in general with a tolerence of 3 mm on
either side. Colour shall be not bar for Ist class bricks but they must have ringing
shound and strength.
7.02 The mortar used shall consist of one part of cement and three part or four part
of snad by volume or as specified, wellgraded sand having F.M. not less than 1.20
shall be used. If required suitable proportion of coarse sand may be added to provide
the required F.M. and gradation as per relevant. I.S. code Mortar prepared shall be
used, as early as possible but not later than 30 minutes in any case, after which the
mortar will have to be rejected and the contractor shall have to bear the cost thereof.
7.03 All bricks shall be soaked in clear water in tanks made for the purpose by the
contractor at his own cost for a period at least 12 hours immediately before use.
7.04 All brick work shall be perfectly in accordance with the detailed drawings true
to the dimentions and in proper bond. The contractor shall have to dismentle and
replace the masonary at his own cost if it does not confirm to the prescribed size
shape and quality and further also if the mortar on test in found to be weaker than the
prescribed strength.
7.05 Nothing extra shall be paid for face work, splays, chamhering, wraped wings
curves and making corners etc.
7.06 The contractor shall have to leave recesses in masonary if required as per
direction of the Engineer-in-charge and nothing extra shall be paid for it. All such
recesses shall be deducted from the measurement of brick work.
7.07 Any steel reinforcement if required to be placed in masonary work shall be
measured and paid for separately. Every course unless otherwise ordered by the
Engineer-in-charge shall be horizontal. The vertical joints in alternate course shall be
in plumb. The thickness of joints shall normally be 10 mm, but inorder to shut the
variation of size of bricks joints, varying 8 mm. to 12 mm. shall also be acceptable. In
any sace neither over all mortar contents shall be exceeded not claim entertain on
any variation in the thickness of joints. In case joints are not found to be in
accordance with the specification the masonary shall have to be dismentled and done
again at contractor's cost.
7.08 All joints shall be raked upto 1.25 cm. and all brick work shall be kept clean of
mortar splashes during construction. Work shall be protected form rain, sun, sub-soil
water etc. and shall be kept moist for at least 14 days after execution.
7.09 The tendered rate for brick masonary shall include cost and carriage of all
materials to site, labour, tools and plants, scaffolding and curing etc.
CHAPTER - 8
8.0 CEMENT POINTING (STRUCK)
8.1 For cement, sand and water to be used in cement pointing, paras 3.1 to 3.6 of
special condition of contract and 3.06 to 3.06-2 and 3.09 of specification shall apply
F.M. of sand shall not be less than 1.20.
8.2 The mortar shall be one part of cement and two part of sand by vlume or as
per direction of the Engineer-in-charge.
8.3 The joints of the brick work shall breaked to a depth of 12.5 mm. or as
instruction of the Engineer-in-charge and the surface of masonary to be pointed shall
be throughly cleaned and washed to remove any sticking mortar to the satisfaction of
Engineer-in-charge.
8.4 The pointing shall be 'V' (notch) type to the satisfaction of the Engineer-in-
charge.
8.5 The rate shall be for the completed item of work and shall be inclusive of the
cost of all materials, carriage charges, labour and scaffoldings etc.
8.6 Measurements shall be done in Sq.M. of area covered.
R.C.C. RAILING
The contractor shall construct the R.C.C. Railing in M-150 as per drawing to
the satisfaction of the Engineer-in-charge. All faces will be well finished.
The tendered rates shall include cost of all materials centering and shuttering
labour and T&P including cost of steel.
CHAPTER - 9
EXPANSION JOINT DRAINAGESPOUT, BEARING & WHEEL GUARDS :
EXPANSION JOINT :
9.1 Contractor shall fit the expansion joint by embedding angle iron (50x50x10)
mm. into concrete by means of 10mm. anchor rods welded to L-iron @ 300 mm. or
as per instructin of Engineer-in-charge or as per drawing. One end of the angle iron
shall be welded to 125x10 mm, M.S. Plate as per instructions of the Engineer-in-
charge. The contractor shall fill the expansion joints with bitumen at his own cost. The
angle iron M.S. Plate etc. will be supplied by the department free of cost to contractor
at work site. The rates shall be for placing, fixing in place of expansion joints with
bitumen, handling and cartage charges from the place of issue.
DRAINAGE SPOUT
9.2 Longitudinal drainage shall provided by embedding G.I. Pipe 80mm. or as per
instructions of the Engineer-in-charge. The lower tip of these spouts shall project
below the bottom of the deck slab by more than 50 mm. to ensure the drainage water
falls clear of the slab the rates shall be for fixing the drainage pipe at suitable place
as per instructions of the Engineer-in-charge and also include the cost of the pipe and
all T&P and standered labour charges.
BEARING :
9.3 Contractor shall fix in place the rollar or plate bearing supplied by the
department free of cost at work site with necessary bolts and nuts etc. The rates shall
include handling and cartage charges from the place of issue. Bolts and nuts required
for fixing the bearing in position shall also be supplied by the department free of cost
along with the bearing. If any bearing is lost or damaged by the contractor, it shall be
replaced by the contractor at his own cost. Such replaced bearing shall be of the
same make and specifications as supplied by the department. The rates shall include
cost of all labour T&P. The rate shall be quoted per set (i.e. 2 pieces.)
WHEEL GUARD
9.4 The contractor shall fix the wheel guard of size 200x200x900 mm. of hard
stone of good quality to the satisfaction of the Engineer-in-charge. Top and side
portion of wheel guards should be chisel dressed in 300 mm. height and rest should
be undressed.
CONTRACTOR WARRANTY
The.....................................................................................................having invited tender for the execution of the various works in construction of V.R.B. in Distt. Bahraich U.P. to as the contractor being desirous of tendering for the works for which the above mentioned tenders have been invited and having carefully studied all the contract documents, specifications etc. accompanying with the tender and the local and site conditions as given in Chapter ...............................................................................of the general conditions of contract.
DO HEREBY WARRANTY THAT 1. The contractor is familiar with requirement of the contract. 2. The contractor has investigated the site and satisfied himself regarding the charactor of
the work and local conditions that may affect the work on its performance. 3. The contractor is satisfied that the work can be performed and completed as required
in the contract. 4. The contractor accepts all risks directly or indirectly connected with the performance of
the contract. 5. The contractor had no collusion with other contractors or with any of the men of the
Engineer-in-charge or with any other person in the preperation of the bid. 6. The contractor has not been influenced by any statement or promise of the
Government or Engineer-in-charge but only by the contract document. 7. The contractor is financially solvent. 8. The contractor is experienced and competent to perform the contract to the satisfaction
of the Engineer-in-charge. 9. The statements submitted in the bids are true. 10. The contractor is familiar with all general and special, laws, act. ordinances rules and
regulations of the municipal, Distt. State & Central Government that may affect the work, its performance or personnel employed there in.
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