Name of Work Na - e-Tendering

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90 Dy. E. E. ITEM TO INCLUDE:- i) Cleaning the surface, removing all local material such as debris old treatment coba, I.P.S. flooring etc. and stacking at safe place as directed. ii) Preparing surface by removing all debris etc. removing any uneven on local humps etc. sweeping clean etc. complete. iii) All necessary labour, material, scaffolding, tools and equipment for satisfactory completion of the item. iv) Testing of floor by panelling method or any other method as specified. v) Guarantee for 10 years against any leakages and rectification thereof within guarantee period. vi) Cost of cement required for grouting as per actual use. vii) All safety measures such as sign boards red cloth, indications etc. safeguard against any accident or damages to the users. viii) Curing at least for 10 days. MODE OF MEASUREMENT : The contract rate shall be for the actual area treated between edge of parapet walls. The separate rate shall be paid for vertical treatment to parapet on Sq. meter area basis. In case, extra thickness of coba is require to be provided to achieve the required gradient, the same shall be provided only if be directed. The work shall however, be executed as directed above except final finishing of the top surface. The rate for providing extra thickness as above shall be paid per cubic meter for this extra thickness. GUARANTEE :- The contractor shall submit before starting the work, the guarantee on requisite stamp paper stating that the work shall be completed satisfactorily and necessary guarantee bond valid for period of ten years, effective from date of completion of work. The guarantee shall clearly mention that in case there are any leakages due to defective workmanship and poor quality, such defective portion shall be redone following all above specifications strictly. The rectification work shall be started within stipulated time specified in the notice issued to that effect and completed as early as possible to the satisfaction and specifications. The decision of the Engineer In charge in this respect will be final. If the contractor fails to carry out the rectification within the time stipulated on the notice the same shall be got executed through other agency at the risk and cost of defaulted contractor as per rules in force. Contractor No. of correction Executive Engineer
Item No :- 91 Dy. E. E. ANNEXURE - IV Providing water proofing treatment in W.C. and bath including B.B. coba in all position consisting of specialized approved water proof compound and materials as per manufactures specification and covering ten years guarantee on court fee stamps paper of 100/- including all lead, lift and including ponding test etc. complete. GENERAL :- The item pertains to the provision and laying waterproof layer on terrace and other floor including W/C and bath. MATERIALS:- i) ii) iii) iv) The water proofing compound shall confirm to relevant IS 2645-1964 with its latest edition, especially as regard to permability test. Brick Bat Coba -The bricks shall confirm to standard specification A-9. The brick bats shall be from 70 mm to 100 mm. Fine Aggregate - Shall confirm to standard specification A-6. Cement - Cement shall confirm to IS 269-1967 and all test shall be carried out as specified. Item :- Preparing existing surface. All material on the existing surface slab/terrace/Raft shall be removed and surface shall be cleaned to receive the treatment. All surfaces shall be cleaned. INJECTION :- The new water proofing treatment shall be started by injecting cement slurry with water cement ratio as 40 to 45 with approved water proofing compound at the rate of 2% by weight of cement. The holes of injection shall be fixed in such a staggered pattern that 11 inherent holes, cavities voids, honey combing etc. shall be sealed properly and whole structure to be treated shall be consistent, homogeneous, and resistant to water leakages, seepage, dampness and moisture etc. The drainage plan taking into consideration the existing water spouts shall be prepared and got approved. The slab shall then be overlayed with brick bat coba to single course and in compact manner in cement mortar 1:5 using manufacture specifications or as directed by Engineer In charge. The necessary gradient for easy flow to drain off water shall be maintained meticulously through the existing rain water drainage system. The treatment shall be continued along inner side of the parapets of ever adjoining walls upto the height of 30 cm. (or as directed) and corners shall be rounded off properly. Finally the top surface shall be covered with joint less water proofing plaster in cement mortar 1:3 of 12 to 18 mm average thickness, finished smooth with travel in cement colour and marked into 30 cm. false square, if so directed. The average thickness of the complete treatment shall not be less than 112 mm and shall be rendered hard and tough to with stand the weathering and normal domestic use. The finished terrace shall be watered for a period of not less than ten days. All test for leakages shall be carried out without any extra cost. The leakages if any shall be rectified forth with. The work shall not be accepted unless the rectifications work, if required, in carried out satisfactorily and results of ponding test are satisfactory. ITEM TO INCLUDE:- i) Cleaning the surface, removing all local material such as debris old treatment coba, I.P.S. flooring etc. and stacking at safe place as directed. ii) Preparing surface by removing all debris etc. removing any uneven on local humps etc. sweeping clean etc. complete. 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
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 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: 89 Dy. E. E. ANNEXURE III Item No.
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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