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(2) Mild Steel / H.Y.S.D./T.M.T Steel High Yield Strength Cold Twisted deformed bars /TMT bars shall comply with IS: 1786 and "Mild Steel" bars shall comply with IS: 432. All reinforcement shall be free from rust loose mill scale or coats of Oil, Paints etc. which may destroy bond and protected by anti corrosive treatment before placing in position for concreting. The agency should use the steel manufactured by the Main Producers only. No re-rolled steel shall be incorporated in the work. 3) II Class Burnt Brick II nd Class burnt clay brick without frog shall not be accepted.in any case. The brick with frog 10 to 20 mm deep on one of its side only shall only be accepted. The diameter of the bricks shall be strictly in accordance with the Indian standard 12894 2002 .If the size of bricks is found to be more than that of specified in the item of work, the rate will be proportionally reduced because of reduced joints and labour .The size of bricks smaller than the specified in the item of work shall not be accepted. The sample of bricks shall be got approved from the Engineer -In -charge before using the same in the work. It shall be the responsibility of the contractor to got tested the sample of bricks for the physical charcterstatics from the approved laboratory and submit the test report to be Engineer in charge before using the bricks in the work (4) Rejection of Materials not conforming to specification: Any Stock or batch of material(s) of which sample(s) does not confirm to the prescribed test and quality, shall be rejected by the Engineer or his representative and such materials shall be removed from site by the contractor at his own cost. Such rejected materials shall not be made acceptable by any modifications. Materials not corresponding in character and quality with approved samples will be rejected by the Engineer or his representative and shall be removed from the site immediately and will not be allowed to use for any component of work. Contractor No of Correction Deputy Engineer 72
ADDITIONAL CONDITIONS FOR CEMENT, STEEL, BITUMEN BROUGHT BY THE CONTRACTOR. 1) All the materials required for construction of work shall be arranged by the contractor at his own cost. The samples of material to be procured shall be got approved by the Engineerin-charge and material as per approved samples shall only be procured. 2) The contractor shall submit periodically as well as on completion of work, an account of all materials brought by him in a manner as directed by Engineer-in-charge. The contractor shall also furnish monthly account of materials; a separate register shall be maintained on site for recording daily item wise receipt and consumption of Cement, Steel and Asphalt used by him, also item wise consumption of other materials used. This register shall be signed daily by the contractor or his representative and representative of Engineer-in-charge. 3) All the materials required for the work shall be brought by the contractor at his own cost. In each case, certificate for its quality and quantity shall be produced by the contractor at his own cost and the test results of samples shall be supplied to the Department. The material not confirming to the required standard shall be removed at once from the site of the work by the Contractor at his own cost. 4) Testing of all construction material shall be carried out as per required frequency and specifications and the charges for testing shall be borne by the contractor 5) All the testing charges for mix design etc. if necessary on construction work shall be borne by the contractor. 6) The contractor shall construct shed / sheds as per direction of the Engineer-in-charge of the work for storing the materials brought at site. The material shall be taken out for use in the presence of the departmental representative only. 7) The contractor shall make his own arrangement for the safe custody of the materials which are brought for construction of work. 8) The contractor shall not transfer any material once brought at work site without prior written permission from Engineer-in-charge and for bonafied reasons only. 9) In case the materials brought by the contractor become surplus owing to the change in the design of the work, the materials should be taken back by the contractor at his own cost after prior permission of the Engineer-in-charge. 10) The charge for conveyance of materials from the place of delivery to the site of work and the actual sport on work site shall be entirely borne by the contractor. No claims on his account shall be entertained. 11) The contractor shall furnish the account of cement, steel, asphalt brought by him at each time before placing orders for further supply. Also the same should submit on completion of the work, final account of the materials used by him to the Department. This account will be bituminized by the Engineer-in-charge. 12) All empty cement bags or empty asphalt drums shall be the property of contractor and the same shall be removed immediately after completion of work. 13) The contractor shall procure the pipes if required for this work from M.S.S.I.D.C. only. Proof of purchasing of pipe should be submitted. . Contractor No of Correction Deputy Engineer 73
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GOVERNMENT OF MAHARASHTRA WORKS DIV
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GOVERNMENT OF MAHARASHTRA WORKS DIV
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No. 1& 2) does not contain any cond
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Indian Information Technology Act,
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Opening stage unless the documents
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At this time, the Contractors are a
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Refer to Section ‘Guidelines to B
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are likely to be rejected without a
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100 Rs. Bond −Ö´Öã−ÖÖ º
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FORM B-1 Executive Engineer Works D
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Page 23 and 24: TENDER FOR WORKS I / We hereby tend
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Page 27 and 28: If the amount of the Security Depos
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Page 31 and 32: monthly Bill to be on printed form.
Page 33 and 34: Extension of time in consequence of
Page 35 and 36: Work to be open to inspection. Cont
Page 37 and 38: ii) Be of adequate strength having
Page 39 and 40: The contractor shall make his own a
Page 41 and 42: Lump sums in estimates. Action wher
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Page 45 and 46: Price Variation Clause 54 : If duri
Page 47 and 48: (3) FORMULA FOR PETROL, OIL & LUBRI
Page 49 and 50: the contractor and if it is on the
Page 51 and 52: GENERAL CONDITIONS OF CONTRACT 1. A
Page 53 and 54: is however to be understood that be
Page 55 and 56: 17. COMPLETION CERTIFICATE : 17.1 T
Page 57 and 58: (e) The contractor shall make suffi
Page 59 and 60: 26. CLAIM FOR EXTRA WORKS : 26.1 Cl
Page 61 and 62: which are brought to the site by th
Page 63 and 64: carried out in the field laboratory
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Page 67 and 68: ADDITIONAL TENDER CONDITIONS (1) SU
Page 69 and 70: SCHEDULE 'A' STATEMENT SHOWING (APP
Page 71: CONDITIONS FOR THE MATERIALS TO BE
Page 75 and 76: FINANCIAL RULE - FORM 2 A (See Rule
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Page 79 and 80: FORM-III DETAILS OF WORKS TENDERED
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Page 83 and 84: 83 Dy. E. E. Type bricks in cement
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