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Sr. No. 80 Dy. E. E. ANNEXURE – X QUALITY CONTROL TESTS & THEIR FREQUENCIES. Material Test Frequency of Testing Remarks. 1 Sand i) Fineness Modules ii) Silt Content 2 Metal i) Crushing Value ii) Impact Value iii) Abrasion value iv) Water Absorption v) Flakiness Index vi) Stripping value vii) Gradation 3 Cement Comp. Strength Concrete 4 Cement i) Comp. Strength ii) Initial setting time iii) Final setting time iv) Specific Gravity v) Soundness vi) Fineness At the beginning & if there is change in source. One test per 200 cum or part thereof. Upto 5 cum - 1 set 6 - 15 - 2 sets 16 – 30 - 3 sets 31 – 50 - 4 sets 51 & Above - 4 sets + 1 additional set for each 50 cum or part thereof. One test for each consignment of 50 MT (1000 bags) or part thereof. PWD hand book I.S.2386 Part-IV M.O.RT H. specification 1716 (Fourth revision 01 ) I.S. 8112 -1989 Contractor No. of correction Executive Engineer
81 Dy. E. E. Sr. Material Test Frequency of Testing Remarks. No. 5 Steel i)Weight per meter One test for every 5.0 I.S. 432 ii) Ultimate Tensile METRIC TONNE or part IS 1786-1985 stress thereof for each diameter. iii) Yield stress iv) Elongation 6 Granular i)Gradation One test per 200 cum. M.ORTH.specification Sub Base ii) Aturberg limits One test per 200 cum. Table 900-3 iii) Moisture content One test per 250 cum. .(fourth revision 01 ) prior to compaction. iv) Density and One test per 500 cum compacted layer Theoretical Consumption of cement Sr No Item of Work Unit Theoretical Consumption of cement in Bags 1 Providing and laying in Situ cement in 1:4:8 – for foundation Cu.M 3.40 ----- etc complete 2 Providing and laying in Situ cement concrete M-20 for Cu.M 7.10 R.C.C work foundation ----- etc complete 3 Providing and Casting in Situ cement concrete M-20 trap Cu.M 7.10 Contractor No. of correction Executive Engineer
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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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(a) If Government Machinery is avai
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TENDER FOR WORKS I / We hereby tend
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paragraph 1 above within the time l
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If the amount of the Security Depos
Page 29 and 30: process of particular work is unsat
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
Page 43 and 44: Minimum age of persons employed, th
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
Page 65 and 66: wherever there is a doubt about the
Page 67 and 68: ADDITIONAL TENDER CONDITIONS (1) SU
Page 69 and 70: SCHEDULE 'A' STATEMENT SHOWING (APP
Page 71 and 72: CONDITIONS FOR THE MATERIALS TO BE
Page 73 and 74: ADDITIONAL CONDITIONS FOR CEMENT, S
Page 75 and 76: FINANCIAL RULE - FORM 2 A (See Rule
Page 77 and 78: FORM - 1 LIST OF MACHINERY AVAILABL
Page 79: FORM-III DETAILS OF WORKS TENDERED
Page 83 and 84: 83 Dy. E. E. Type bricks in cement
Page 85 and 86: 85 Dy. E. E. cm and 20 mm thick of
Page 87 and 88: 87 Dy. E. E. ANNEXURE - II The foll
Page 89 and 90: 89 Dy. E. E. ANNEXURE III Item No.
Page 91 and 92: Item No :- 91 Dy. E. E. ANNEXURE -
Page 93 and 94: 93 Dy. E. E. ANNEXURE V i) The cont
Page 95 and 96: 95 Dy. E. E. (iii) All necessary la
Page 97 and 98: 97 Dy. E. E. Items Sr No 1 more...
Page 99: 99 Dy. E. E. †Öò±ú †òüÖ
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