Tender For Providing Special Repair Work For Vidya Mandir Bambarwadi (Dattawad) Tal-Shirol- 1 Removing the tiles, battens, dungry cloth, purlins, rafters, ridges excetra from roof, sorting out the serviceable and unserviceable materials and stacking the same as and where directed in the compound, scaffolding, excetra complete. (For Ground Floor)Item / Page No : 25 / 235Additional Specifications : The work shall be done as per instructions of Engineer in charge. 2 Removing and lowering the roof truss carefully without damaging the members and stacking as and where directed in the compound including scaffolding, excetra complete. (For Ground Floor)Item / Page No : 27 / 236Additional Specifications : The work shall be done as per instructions of Engineer in charge. 3 Providing and fabricting structural steel work in rolled sections like joists, channels, angles, tees, excetra as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces, excetra and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For Ground Floor)Item / Page No : 1 / 173Specification No : Bd.C.2Spec. Page No : 275 4 Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55 percent aluminium, 43.4 percent zinc, 1.6 percent silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturers product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For Ground Floor)Item / Page No : 34 / 236Additional Specifications : The work shall be done as per instructions of Engineer in charge. 5 Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55 percent aluminium, 43.4 percent zinc, 1.6 percent silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturers product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). - 601 milimetre to 900 milimetre girth (surface width) (For Ground Floor)Item / Page No : 36 / 237Additional Specifications : The work shall be done as per instructions of Engineer in charge. 6 Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for steps including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 4 / 175Specification No : Bd.E.2,B-7Spec. Page No : 288,38-40Additional Specifications : 1. With additional specifications for controlled concrete.2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 7 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 5 / 197Specification No : Bd.G.5Spec. Page No : 315Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 8 Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 6 / 209Specification No : Bd.L.4Spec. Page No : 368Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 9 Providing and laying vitrified matt finish tiles of having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 42 / 217Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 10 Providing and fixing in position (as per Indian Standard 1868/1982) aluminium sliding window of two tracks with rectangular pipe having overall dimentsions 63.50 milimetre X 38.10 milimetre X 1.02 milimetre at weight 0.547 kilogram per running metre and window frame bottom track section 61.85 milimetre X 31.75 milimetre X 1.20 milimetre at weight 0.695 kilogram per running metre. Top and side track section 61.85 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.659 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass with all required screws and nuts excetra complete. - With colour anodising without box. (For Ground Floor)Item / Page No : 38 / 251Additional Specifications : The work shall be done as per instructions of Engineer in charge. 11 Providing and fixing mild steel grill work for windows, ventilators, excetra 15 kilogram per square metre as per drawing including fixtures, necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor)Item / Page No : 2 / 264Specification No : Bd.U.1Spec. Page No : 537 12 Providing and fixing mild steel grill door 24 kilogram per square metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and three coats of oil painting, excetra complete. (For Ground Floor)Item / Page No : 31 / 250Additional Specifications : The work shall be done as per instructions of Engineer in charge. 13 Providing and laying telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of 18 milimetre to 20 milimetre thick for door frame / dado / window boxing, excetra on cement mortar 1:6 including filling joints with polymer base filler, nosing the sharp edges wherever necessary, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 68 / 220Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer.2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 14 Providing and fixing welded mesh of 11 gauge wires having mesh size 50 milimetre X 25 milimetre including mild steel angle frame of size 35 milimetre X 35 milimetre X 5 milimetre in position with oil painting three coats, excetra complete. (For Ground Floor)Item / Page No : 79 / 261Additional Specifications : The work shall be done as per instructions of Engineer in charge. 15 Providing and applying white wash in two coats on old / new plastered or masonry surfaces and asbetos cement sheets including scaffolding and preparing the surface by brushing and brooming down, excetra complete. (For Ground Floor)Item / Page No : 3 / 227Specification No : Bd.P.1Spec. Page No : 411 16 Providing and applying Royale Luxury Emulsion of approved make on internal wall surface as detailed below - Scrapping for surface with emery paper and wipe clean for area. Applying wall primer with brush by adding mineral turpentine oil by 8 to 10 percent or water by 15 to 20 percent allowing to dry for 6 to 8 hours. After applying approved make acrylic wall putty with appropriate proportion of water of allow to dry for period of 4 to 6 hours of activity. Scrapping with emery paper and wipe clean. Applying paints Royale Luxury emulsion first coat with brush water content water 40 to 45 percent or 65 to 70 percent by role. Applying paints Royale luxury emulsion second coat with brush with water content 40 to 45 percent or 65 to 70 percent by roller. (With prior approval of S.E.) (For Ground Floor)Item / Page No : 21 / 229Additional Specifications : The work shall be done as per instructions of Engineer in charge. 17 Providing and fixing heavy duty inter locking concrete gray paving blocks of 80 milimetre thickness of having a strength of 300 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete.Item / Page No : 50 / 218Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. 18 Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.Item / Page No : 4 / 0Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.2. Above / below percentage quoted by the contractor will not be applicable for this item. 19 BALA PAINTNon-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 20 Providing and fixing 90 centimetre X 60 centimetre granite name plate engraving 10 centimetre height letter, figures including painting the letters / figures with approved colour and shade complete.Item / Page No : 12 / 294Specification No : Bd.W.7Spec. Page No : 586-587 21 INSURANCENon-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. 22 G S TNon-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
