BID Document for Guest House with Boundary Wall.pdf - Integrated ...

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if required, or if required, or if asked by the Engineer-in-Charge water release test shall be carried out. The hydraulic test shall be maintained for a period of not less than 10 minutes to reveal any defect in the pipes, joints and anchorages. If the test is not satisfactory, the fault shall be found and rectified. In case fault cannot be identified easily, the section under test shall be sub-divided and each part tested separately. In case the leakage is greater than the allowable value determined through the above formula the contractor shall identify all defective leaky joints, repair them until the leakage is within allowable limit and these rectification works no extra payment shall be admissible. 9.0 Cleaning out after Testing: After the completed pipeline is tested, approved back filling and the Contractor has removed all temporary work and has reconnected any parts temporarily removed from the pipeline. The contractor shall finally clean out the whole pipeline and flush it through with water. 90
SECTION 6: Layout Drawings of the work Indicative drawing as follows : a) Site Plan b) Architectural Drawing of Guest House c) Architectural Drawing Office Building 91
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W-2 GOVERNMENT OF WEST BENGAL INTEG
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GOVERNMENT OF WEST BENGAL INTEGRATE
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SECTION 1: INSTRUCTIONS TO BIDDERS
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A. General 1. Scope of Bid 1.1 The
Page 9 and 10:
(d) (e) The contractor or his ident
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B. Bidding Documents 8. Content of
Page 13 and 14:
15.2 In exceptional circumstances,
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20.2 The Employer may extend the de
Page 17 and 18:
29.2 In evaluating the Bids, the Em
Page 19 and 20:
(ii) (iii) “fraudulent practice
Page 21 and 22:
Contractor's Bid Construction of Gu
Page 23 and 24:
Qualification Information The infor
Page 25 and 26:
1.6 Qualifications and experience o
Page 27 and 28:
Integrated Coastal Zone Management
Page 29 and 30:
2 To be used only if the Contractor
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Agreement Form Agreement This agree
Page 33 and 34:
SECTION 3: CONDITIONS OF CONTRACT 3
Page 35 and 36:
Conditions of Contract A. General 1
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(5) Conditions of Contract includin
Page 39 and 40: 16. Contractor to Construct the Wor
Page 41 and 42: 28.1 The Engineer-in-charge shall e
Page 43 and 44: timing of the work in the Variation
Page 45 and 46: 47. Price Adjustment 47.1 Contract
Page 47 and 48: the Engineer-in-charge shall issue
Page 49 and 50: (i) (ii) (iii) (iv) (v) “corrupt
Page 51 and 52: d) Maternity Benefit Act 1951: The
Page 53 and 54: 3. Assignment of the contract may b
Page 55 and 56: S. No. Activity 3. Consultation and
Page 57 and 58: S. No. Activity Measures to be Impl
Page 59 and 60: Contract Data Items marked "N/A" do
Page 61 and 62: (iv) Personal injury or death insur
Page 63 and 64: The advance shall be repaid from ea
Page 65 and 66: GENERAL SPECIFICATIONS 1.0 SCOPE OF
Page 67 and 68: S. No. IS No. DESCRIPTION 1 IS-1200
Page 69 and 70: 82 IS:2963 83 IS:3004 84 IS:3311 Wa
Page 71 and 72: Bricks shall be of first class qual
Page 73 and 74: e moved around the top edge of the
Page 75 and 76: 8.9 Bar Bending Schedule: Concrete
Page 77 and 78: 9.3 Protections And Curing The cont
Page 79 and 80: DETAILED TECHNICAL SPECIFICATION FO
Page 81 and 82: 6.0 SHORING WORKS 6.1 General: Shor
Page 83 and 84: When testing a pipeline hydraulical
Page 85 and 86: (i) (ii) (iii) procurement & supply
Page 87 and 88: the worst weather and flooding cond
Page 89: All valves shall be provided with c
Page 93 and 94: SCHEDULE OF QUANTITIES FOR GUEST HO
Page 95 and 96: 2 Brick work with 1st class bricks
Page 97 and 98: smooth finish acrylic exterior emul
Page 99 and 100: complete.(Payment to be made on bas
Page 101 and 102: approved brand (size not less than
Page 103 and 104: and including smoothening surface b
Page 105 and 106: 8.1 5/6 amps switch Each 30 8.2 15/
Page 107 and 108: sets of G.I. nut bolt & spring wash
Page 109 and 110: power unit having suitable rating S
Page 111 and 112: as required. 19.0 Installation of e
Page 113 and 114: 40.2 63 Amp DP Each 1 41.0 Providin
Page 115 and 116: (i) 590 mm X 390 mm X 380 mm 9 Supp
Page 117 and 118: clamps 750 mm long 4 Installation o
Page 119 and 120: all specials . No separate payment
Page 121 and 122: stacking the spills within a lead o
Page 123 and 124: cc manhole cover of approved make s
Page 125 and 126: acing for concrete slabs , beams, a
Page 127 and 128: 4.0 Laying and fixing of one number
Page 129 and 130: The rate shall be inclusive of supp
Page 131 and 132: Note: (1) Item for which no rate or
Page 133 and 134: Forms of Securities Acceptable form
Page 135 and 136: PERFORMANCE BANK GUARANTEE To: ____
Page 137: BANK GUARANTEE FOR ADVANCE PAYMENT
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