b-1 tender form - Maharashtra Industrial Development Corporation

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78 The fittings to be actually provided in a particular work shall however, be decided by the Engineer-in-Charge. 4.3 Fixing : Fittings shall be fixed in proper position as shown in the drawings or as directed by the Engineer-in-Charge. These shall be truly vertical or horizontal as the case may be. Screws shall be driven home with screw driver and not hammered in. Recesses shall be cut to the exact size and depth for the countersinking of tower bolts. The height of knob of tower bolt for the door, window etc. in closed position, from the floor level shall be not more than 1.9 metre or as directed. 4.4 Item to Include : The item includes all labour, material, tools and equipment for providing and fixing the Tower Bolt of specified material and size. 4.5 Mode of Measurement and Payment : The tower bolts of specified material and sizes are recorded separately for each item and measured in numbers. The contract rate shall be per number of tower bolts of specified material and size. Item No :-10 Providing and fixing handles manufactured as per IS:208-1992 for doors and with all materials like screws etc. and all labour complete. D] Standard Stainless Steel 2) 150 mm Long Stainless Steel Fittings : These shall be bright satin finish. The S.S. rod and flat shall be provided out of hot rolled stainless steel wire and plate respectively of stipulated size and conform to SS 316. The rod and plate shall be free from any defect, flow, bubbles, twist. Screw Holes : The holes shall be suitable for counter sunk head wood screws and of specified size. The size of counter sunk holes shall be such when counter sunk wood screw is fixed the head of the screw of shall be accommodated in full depth of counter sunk hole. The fittings to be actually provided in a particular work shall however, be decided by the Engineer-in-Charge. Screws used for fittings shall be of the same metal, and finish as the fittings. However, chromium plated brass screws or stainless steel screws shall be used for fixing aluminum fittings. These shall be of the size as indicated in respective figures. The handles of standard size and design, conforming to IS:208, as approved by the Engineerin-charge shall be used. The sample, approved shall be kept in the office of the Engineer-in-charge for verification. The fittings to be actually provided in a particular work shall however, be decided by the Engineer-in-Charge. 5.3 Fixing : Fittings shall be fixed in proper position as shown in the drawings or as directed by the Engineer-in-Charge. These shall be truly vertical or horizontal as the case may be. Screws shall be driven home with screw driver and not hammered in. The height of handle shall be fixed at the location as shown in the drawing or as directed. Maharashtra Industrial Development Corporation 423 5.4 Item to Include : The item includes all labour, material, tools and equipment for providing and fixing the handle of specified material and size. 5.5 Mode of Measurement and Payment : The handles of specified material and sizes are recorded separately for each item and measured in numbers. The contract rate shall be per number of handles of specified material and size. Contractor. Executive Engineer(E&M).
79 Item No 11 Providing and fixing hydraulic door closer manufactured as per best engineering practice as per IS:3564 for doors and windows with necessary materials and labour cost etc. complete a) Light (for shutter weight up to 35 kg) 7.1 General : The item pertains to providing and fixing hydraulic door closer of specified capacity to doors and windows and conforming to IS:3564. 7.2 Material : The hydraulic door closer of specified capacity for light/medium/heavy as classified in the description of item, as approved by the Engineer-in-charge shall be used. The sample, approved shall be kept in the office of the Engineer-in-charge for verification. 7.3 Fixing : The fixing and the position of the door closure shall be as per manufacturer’s code of practise and the location as shown in the drawing or as directed. 7.4 Item to Include : The item includes all labour, material, tools and equipment for providing and fixing the hydraulic door closure of specified capacity. 7.5 Mode of Measurement and Payment : The measurement shall be per number of the designated hydraulic door closure provided and fixed and the contract rate shall be per number. Item No 12 Excavation in trenches, pits, pipe lines, foundations, column footings, walls etc. in earth’s soils of all types, gravel, sand, soft & hard murum, and boulders up to 0.03 cum size, including removing the excavated material up to a distance of 50 m beyond the edge of excavation, including the initial lift of 1.5 m, stacking or spreading as directed, bailing of sub-soil water if any preparing base for foundation etc., and backfilling the excavated pit or trench using the excavated material in layers including watering and ramming as required or as directed by Engineer-in-charge, including all labour and materials complete. 1.1 General : The item refers to the excavation, in earth, soils of all types, gravel, sand, soft and hard murum and boulders up to 0.03 cum size. The excavation shall be for trenches, pits, pipe lines, foundations, column footings, walls etc. and may be in wet or dry, in earth, and similar other soft or loose material. 1.2 Site Preparation : The site as directed by the Engineer-in-charge, on which the construction, as per the drawings, is to be started shall be first cleaned and cleared of all obstructions. The loose stones, bushes, rubbish, brushwood, trees along with roots, etc. shall be removed. The material shall be stacked or disposed off as directed. All the material shall be the property of MIDC. After clearing the site, the alignment or center lines or points shall be given by the Engineer-in-charge. The contractor shall establish the reference marks, benchmark pillars in masonry with M.S. Plate top of which shall be bench mark connected to GTS. The B.M. Pillars shall be maintained undisturbed by the contractor etc. and the widths for excavations shall be clearly marked by the contractor as directed, true to line, curve, level and slope. The contractor shall provide all labour and marking material such as wooden/steel pegs, white lime powder, oil paint, or any other suitable marking material at his own cost and he shall be fully responsible for the correctness of the line, curve and levels and slopes. 1.3 Excavation : Before starting actual excavation work, contractor shall notify the Engineer-in-charge for taking the necessary measurements of cross sectional levels along the alignment for measurement purposes. The levels recorded in the field book shall be signed by the Engineer-incharge and authorised representative of the contractor in token of acceptance. The contractor shall remove all the material from the marked area of excavation by using labour, tools and equipments most suitable for excavation of soft material as enumerated in the item in wet or dry conditions. The excavation shall be true to line, curve, shape, level grade as per the drawings or as directed. The widths of excavations shall be as minimum to the widths required at the bottom and the vertical faces shall be as far as possible in plumb. Unless provided in the contract, no extra payment shall be made for the excavation on side slopes for stability of slopes. Contractor shall be fully responsible for the correctness of the excavation. Whenever the strata of different grade of soil not covered in this item is met, the excavation shall be stopped and the Engineer-in-charge shall be notified to take the crosssectional levels for taking the measurements and the same shall be recorded and practise as mentioned above shall be adhered to. The extra excavation in depth or on sides shall not be paid and Contractor. Executive Engineer(E&M).
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1 MAHARASHTRA INDUSTRIAL DEVELOPMEN
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3 महारा औदयोग
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5 01 Name of work. M&R to W/S/S/ to
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11 making out the ground and keepin
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13 NOTICE TO CONTRACTORS Sealed per
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15 B-1 Form Percentage rate tenders
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17 TENDER FOR WORKS MEMORANDUM a) G
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19 Conditions Of Contract CLAUSE 1
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21 contractor to complete in which
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Contractor. 23 CLAUSE 8 : Payments
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25 any instructions in this connect
Page 27 and 28: 27 specifications, drawings, design
Page 29 and 30: 29 contractor shall forthwith on re
Page 31 and 32: 31 m) Suitable precautions shall be
Page 33 and 34: 33 hereof and in addition the contr
Page 35 and 36: 35 CLAUSE 40 : The contactor shall
Page 37 and 38: 37 CLAUSE 49 : Employments of scarc
Page 39 and 40: 39 CLAUSE 60 : Removal and substitu
Page 41 and 42: 41 ADDITIONAL TERMS AND CONDITIONS
Page 43 and 44: 43 17. The materials will be stacke
Page 45 and 46: 45 SCHEDULE “A” Name of work :
Page 47 and 48: 47 MAHARASHTRA INDUSTRIAL DEVELOPME
Page 49 and 50: 49 4) Formula for Bitumen Component
Page 51 and 52: 51 iii) Price variation under this
Page 63 and 64: 63 the contractor who shall be resp
Page 65 and 66: 65 18. Electric Connection and Tele
Page 69 and 70: 69 16 0.7 17 111 18 9.3 19 2 20 2.5
Page 71 and 72: 71 purposes (revised) and mounted o
Page 73 and 74: 73 Where coloured glazed tiles are
Page 75 and 76: 75 rate shall be for the cum of the
Page 77: 77 Stainless Steel Fittings : These
Page 81 and 82: 81 1.11 Item to Include : The rate
Page 83 and 84: 83 34.6 Mode of Measurement and Pay
Page 85 and 86: 85 5. Precautions : All operations
Page 87 and 88: 87 on either side. Bitumen washer s
Page 89 and 90: 89 6.5 Disposal : Generally the reu
Page 91 and 92: 91 Item No 22 Providing IInd class
Page 93 and 94: 93 with the mortar. After every 1.0
Page 95 and 96: 95 Scaffolding will be double or si
Page 97: 97 exceed 2.5 m2 in area it shall b
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