SECTION-E: TENDER AND CONTRACT FOR WORKS

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32 of 77 4.2 The rate includes cost of all materials, labor, tools and plant required for mixing, placing in position, vibrating and compacting, finishing as directed curing and all other incidental expenses for producing concrete of specified strength. The rate excludes the cost of form work. 4.3 The rate shall be for a unit of one cubic meter. Item No.10 L/C for laying M.S. reinforcement in position including cutting, bending, hooking & binding the reinforcement with approved quality of binding wire etc., completed as per design. But with free supply of steel bars M.S. plain or tor- steel by the Board.(BINDING WIRE WILL BE SUPPLIED by the <strong>CONTRACT</strong>ORS AT HIS COST. Providing chairs & supports etc., will be paid for under the item). General Steel bars M.S. plain or tor- steel will be supplied free of cost by GSECL, in schedule-A the same shall be collected and carted to the site of use. Bars shall be bent as per bar bending schedule supplied with drawing. If bar bending schedule is not supplied contractor shall prepare it and get it approved at site before cutting for fabrication Bars shall be clean, free from rust, dust, mud etc. If coils are there, they shall be first straightened. Bars shall be cut according to the cutting length specified/approved by department. Bars shall be bent gradually. Bars having crack or splits shall be rejected. Bars shall be bent cold, unless otherwise specified in case of higher diameter bars. If bar is bend wrongly, it should be straightened and re-bent such that it do not injure the materials. Laps and splices shall be got approved. They shall be staggered and shall be at location shown/approved. Lapping shall be avoided when full length bars are available. All laps, hooks, bends etc. shall be provided as per IS standards. Bars shall be provided with clear cover as shown in drawing or as instructed on site. Cover shall be provided with cement mortar cover block prepared of specified thickness with binding wire embedded to fix cover in position and tie with the reinforcement so that it may not get disturbed. Minimum clear cover shall be less than 13 mm or diameter of bars for slabs. For beam and columns depending on size it shall be 20 mm to 25 mm. cover shall be provided depending on structure, weather condition, location of structure etc. as per ISI. After the reinforcement is tied and checked by contractor himself it shall be got checked by GSECL’s authorized representative and okayed for pouring of concrete. Quantity of reinforcement bars in M.T. embedded in concrete shall be paid. Weight shall be computed on cutting length approved or given multiplied by standard weight of particular diameter of bars as per IS standards. Work shall have to be carried out at all levels. “Rate quoted shall inclusive of wastages, cost of binding wire etc. No separate payment will be made for binding wire. However laps, dowels etc. shall be paid as per drawing or as approved on site.” Only reinforcement bars shall be supplied by GSECL free of cost at departmental store as per terms specified in schedule “A” of tender. Contractor will have to procure binding wire, preparing cover blocks of specified thickness and fix them in position. Item No.11 White washing with lime on wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter. 1.0. Materials : 1.1. The elearcolle shall be made from glue and boiling water by Mixing 1 kg. Mixture shall be suitably tinted where required for use under coloured distemper if directed. Glue shall conform to I.S. 852-1969 (Specifications for animal glue). 1.2. line used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S. 712-1973/ Water shall conform to M-1 Best quality of gum shall be used in the preparation of white wash. Ultramarine blue or Indigo : This shall conform to I.S. 55-1970 for points, and shall be used for preparation of white wash. Pigments : Mineral colours, not affected by lime shall be used in preparing colour wash. 2.0. Workmanship : 2.1. Preparation of white wash solution : Signature of Contractor
33 of 77 Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred with about five litres of water for 1 kg. Of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and then shall be screened through a clean coarse cloth, 4 kg. Of gum dissolved in hot water shall be added to each cubic metre of lime cream. Small quantity of ultramarine blut (Upto 3 gms. Per kg. Of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use. 2.1. Preparation of surface : 2.2.1. The surface shall be thoroughly cleaned of all dust, dirt, mortar croppings and other foreign matter before white wash is to be applied. 2.2.2. The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrapers or shall be rubbed with over-burnt surkhi or brick bats. The surface shall be then broomed to remove all dust, dirt and shall be washed with clean water. 2.2.3. Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed with wire brushes. 2.2.4. All unsound portion of the surface plaster shall be removed to full depth of paster in rectangular patches and plastered again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry. They shall then be given one coat of white wash. 2.2.5. All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with materials similar in composition to the surface to be prepared. 2.3. Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on part of scaffolding shall rest against the surface to be white or colour washed. A properly secured strong and well tied suspended platform (Zoola) may be used for white washing of ceilings proper stage scaffolding shall be erected where necessary. 2.4. Application of white wash : 2.4.1. On the surface so prepared the white wash shall be applied with “Moon” brush. The first stoke of the brush shall be from top downwards, another from bottom upwards over the first stroke and similarly one stoke from the right another from the left, over the first stroke brush before it dries. This will from one coat. Each coat shall be allowed to dry before next coat is applied. Number of coats as specified in item shall be applied. It shall present smooth and uniform finish free from brush marks and it should not come off easily when rubbed with finger. 2.4.2. Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the surface cleaned. 2.4.3. Priming and Alkali resistant treatments, scraping of surface washing etc. surface spoiled by smoke soot removed of oil and great spots treatment for infection with efflorensence moulds moss, funji algae and litchen and patch repairs to plaster. wherever done shall not be paid extra. 3.0. Mode of measurements & payment : 3.1. All the work shall be measured in the decimal system as under : (a) Dimensions shall be measured to the nearest 0.01 M. (b) Area in individual items shall be worked out to the nearest 0.01 Sq.mt. All the work shall be measured in sq.mt. Deductions for jambs, soffits, sills etc. for opening not exceeding 0.5 sq.mt. each in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq.mt. each in area and for opening exceeding 0.3 sq.mt. and not exceeding 3.0 sq.mt. each in area deductions and additions shall be made as under : 3.2. No deductions shall be made for ends of joints beams, posts etc. and openings not exceeding 0.5 sq.mt. each. No addition shall be made for reveals, jambs, soffits, sills etc. of these openings : (a) When both the faces or walls are provided with finish, deduction shall be made for one face only. (b) When each face of walls are provided with different finish deduction shall be made for that side of frame for door, windows etc. on which width of reveals is less than that of the other side, where width of reveals on both faces of wall are equal, deduction of 50% of area of opening on each face shall be made from total area of finish. (c) When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or more than on the untreated side neither deductions nor additions be made for reveals, jambs, soffits, sills etc. Signature of Contractor
Page 1 and 2: Signature of Contractor WANAKBORI T
Page 3 and 4: Signature of Contractor SECTION-A:
Page 5 and 6: GUJARAT STATE ELECTRICITY CORPORATI
Page 7 and 8: Signature of Contractor SECTION-B:
Page 9 and 10: Signature of Contractor 9 of 77 11)
Page 11 and 12: 11 of 77 case of delay due to circu
Page 13 and 14: Name of work: “Providing Toilet b
Page 15 and 16: 15 of 77 GUJARAT STATE ELECTRICITY
Page 17 and 18: 17 of 77 5.0 Disposal of the excava
Page 19 and 20: 80 mm 63 mm 40 mm 20 mm 16 mm Signa
Page 21 and 22: 21 of 77 The crushing strength of t
Page 23 and 24: 23 of 77 the work shall be raked ba
Page 25 and 26: 25 of 77 period before carrying out
Page 27 and 28: Signature of Contractor 27 of 77 It
Page 29 and 30: 29 of 77 suitable sizes shall be us
Page 31: Quantity of concrete No. of samples
Page 35 and 36: 35 of 77 The tiles shall not have s
Page 37 and 38: 37 of 77 screwed end of the tube. T
Page 39 and 40: 39 of 77 company with necessary exc
Page 41 and 42: Signature of Contractor Special con
Page 43 and 44: Signature of Contractor U]HZFT :8[8
Page 45 and 46: Signature of Contractor U]HZFT :8[8
Page 47 and 48: Signature of Contractor GUJARAT STA
Page 49 and 50: Signature of Contractor (APPLICABLE
Page 51 and 52: Signature of Contractor TENDER AND
Page 53 and 54: 53 of 77 means Superintending Engin
Page 55 and 56: 55 of 77 unaffected in the event of
Page 57 and 58: 57 of 77 The contractor shall execu
Page 59 and 60: 59 of 77 CHARGE as to the extension
Page 61 and 62: compromising any claim by any such
Page 63 and 64: 63 of 77 they are not entered in sa
Page 65 and 66: 65 of 77 at the rate of one day for
Page 67 and 68: 67 of 77 mentioned in the tender. 3
Page 69 and 70: Signature of Contractor SCHEDULE
Page 71 and 72: Signature of Contractor SECTION-F P
Page 73 and 74: GUJARAT STATE ELECTRICITY CORPORATI
Page 75 and 76: 75 of 77 22 diameters including tes
Page 77: 77 of 77 The rates will be "Excludi

SECTION-E: TENDER AND CONTRACT FOR WORKS

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