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94 Dy. E. E. Appendix- A SPECIFICATION FOR PAVING BLOCKS WORK: Item of Work: Providing and fixing 60mm thick factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks in M-40 grade of approved size and shape as specified 50 mm in gray cement and top surface 10 mm in white cement with coloured pigment including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. 1.General: The item pertains to the provision and fixing 60mm thick factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks in M-40 grade of approved size and shape as with 50 mm thickness in gray cement and top surface 10 mm thickness in white cement with coloured pigment including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. 2.Materials: ( i) Paving Blocks: Material for paving block viz. Aggregate, sand and cement shall be conforming to relevant Indian Standard Specification. The Paving blocks shall be of Hydraulically pressed and Mechanically vibrated having 60 mm thickness. The blocks shall consists of 50mm thickness concrete layer with grey cement and top 10mm layer from approved color pigment. Compressive strength of Paving locks after 28 days of curing shall be 40 N /mm2 when tested at laboratory. (ii)Sand for bedding: Bedding material shall be sand which shall be as per standard specification confirming to I.S. 383 from approved from approved quarry. (iii)1:2:4 cement concreting for supporting and filing gaps shall be done as required and as directed by the Engineer In Charge. 3. Execution: The bedding shall be done as directed by the Engineer in Charge for required depth with proper slope and levels. The bedding of sand shall be spread. The average thickness of the sand bedding shall be 50 mm. Sand bedding shall be considering slope required. The 60mm thick paving block should be laid above sand bedding so that it shall be interlocked properly giving pleasant appearance. The properly laid Paving Blocks shall be compacted by plate. The Paving Blocks shall be properly supported by cement concrete 1:2:4 at corners & ends and gaps between walls & paving blocks shall be filled with cement concrete.1;2;4 for 100 mm width and 110 mm depth on unsupported side. 4. Item to include: (i) Cost of all materials i.e. ready made paving blocks including aggregate, metal, sand, cement, colour pigment complete. (ii) Excavating laying sand bedding, laying paving blocks and vibrating and compaction. Contractor No. of correction Executive Engineer
95 Dy. E. E. (iii) All necessary labour, materials and use of tools for the satisfactory completion of the works. 5. Mode of Measurement: The contract rate shall be per Square metre of the completed work as specified. The length shall be recorded correct up to a cm and area to be calculated 0.01 square metre. 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
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process of particular work is unsat
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monthly Bill to be on printed form.
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Extension of time in consequence of
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Work to be open to inspection. Cont
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ii) Be of adequate strength having
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The contractor shall make his own a
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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 and 80: FORM-III DETAILS OF WORKS TENDERED
Page 81 and 82: 81 Dy. E. E. Sr. Material Test Freq
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: 93 Dy. E. E. ANNEXURE V i) The cont
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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Name of Work Na - e-Tendering

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