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| 1 | Important Notes (applicable to the entire work):1. The bidder must possess valid EPF & ESIC registration.2. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made.3. The payment of wages to labourers should be made through bank4. The bidder must possess sufficient manpower & other resources (as detailed in SGF) required for the timely completion of work.5. Bidders are encouraged to visit site to understand the intricacies of the work before quoting.6. It is mandatory to obtain police verification of the personnel to be deployed at site from Office of the Superintending of Police, District Indore before they are allowed to work at site7. The scope of work also includes conducting water tightness test on the roof of the AHU room near the SCRF building. This involves simulating rainfall using a dedicated pump and tank assembly to verify the integrity of the rainwater drainage system against infiltration.The cost of water tightnessshall be included in the overallcost of work . Bidders shall quote acordigly. 8. The work at SCRF building is to be carriedout at a height of 13m aproximately from ground level. necessary arrangement shall be made to carry out the work at height. |
| 2 | Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. All complete as per drawing, specification and as directed by Engineer in-charge. |
| 3 | Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres lead etc. All complete as per drawing, specification and as directed by Engineer in-charge. |
| 4 | Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. All complete as per drawing, specification and as directed by Engineer in-charge. |
| 5 | Removing and Refixing Asbestos sheet roofing/Galvalume sheetalong with ridges, hype, valleys and gutters including scaffolding ,neccesary screws if ANY required and stacking the materials within 50 metres lead etc. All complete as per drawing, specification and as directed by Engineer in-charge. |
| 6 | Dismantling the existing structural steel work at all levels in M.S. channels, plates, angles, flats, R.S. joists, bolts etc. including scaffolding, cutting of structural steel members by gas cutting, removing the nuts, bolts, straitening of members & stacking at department stores in RRCAT etc. All complete as per drawing, specification and as directed by Engineer in-charge. |
| 7 | Earthwork excavation over areas in all soils except soft and hard rock by mechanical/manualas per site and disposing off & levelling the soil within a distance of 50 metre. All complete as per drawing, specification and as directed by Engineer in-charge. |
| 8 | Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. all complete as per specification and as directed by Engineer in-charge. Note:The rate are applicable for the net quantities arrived at after making deductions for voids @ 20% in respect of soils and @ 50% in respect of rock from the corresponding stack /truck measurements. |
| 9 | For soil |
| 10 | Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical/manual as per site upto a depth specified below including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250mm thick, consolidating etc., and disposing surplus earth within a distance of 50 metre lead. (Depth of excavation shall be measured from the existing average ground level.). All complete as per drawing, specification and as directed by Engineer in-charge. |
| 11 | 0.00 metre to 1.50 metre below average G.L |
| 12 | Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork, all complete as per drawing, specification and as directed by Engineer in-charge. |
| 13 | REINFORCED cement concrete of M-20 grade using graded stone aggregate of 20 mm max. size including machine mixing, consolidation, finishing, curing etc. complete but excluding formwork, shuttering and steel reinforcement, all complete as per drawing, specification and as directed by Engineer in-charge. (Minimum Cement content shall not be less than 362 kg/cumof concrete.) |
| 14 | In foundations, footings, plinth beams, base of columns, flooring. |
| 15 | In columns, mullions, pillars, posts, struts |
| 16 | Brick work in cement mortar 1:6 using table moulded chimney bricks/machine moulded fly ash bricks having a compressive strength not less than 40kg/cm² in foundation & plinth upto FFL including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. complete as per specifications and as directed by Engineer in-charge. |
| 17 | Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure at all levels including double scaffolding, raking out joints, curing etc. complete as per specifications, and as directed by Engineer in-charge. |
| 18 | Providing, centering and shuttering using timber planks/steel plates including strutting and propping etc. at all height and removal of the same for in situ reinforced concrete and in plain concrete work. All complete as per drawing, specification and as directed by Engineer in-charge. |
| 19 | Foundations,walls, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete |
| 20 | Columns, pillars, posts, struts, mullions etc. |
| 21 | Providing and placing in position Secondary REINFORCEMENT using TMT BARS of preferred make having minimumyield strength of Fe 500 conforming to IS 1786, forreinforcedcementconcreteworkat alllevels,including cutting,bending,fixing, tying inposition with 1.6 mm dia. soft drawn annealedbindingwire,with chairs, legs, supports etc.completeincludingcostof transporting the bars from factory to required location at work site, cost of 1.6 mm dia. soft drawn annealed bindingwire, watch & ward, insurance etc complete all asperdrawing, specifications and as directedby Engineer-in-charge. (The contractor has to submit the test report & Challan of the reinforcement, procured by him.) |
| 22 | NOTE: Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. |
| 23 | Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape using ISMBs, Joists, channels, angles, flats, Tees etc.at all levels including welding,painting with a primary coat of approved steelprimer & two coat of synthetic enamel paint and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) |
| 24 | Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape usingRHS, SHS & circular hollow sections of Grade Yst 250 as per IS: 4923at all levels including welding, painting with a primary coat of approved steelprimer & two coat of synthetic enamel paint and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) |
| 25 | Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape using Structural steel M.S. plain & chequered plates at all levels including welding,mouldingpainting with a primary coat of approved steelprimer & two coat of synthetic enamel paintand transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.) |
| 26 | Note: for Item no.15,16 & 171. Structural steel conforming to IS: 2062 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from these firms and also testing from third party, if required to be arranged at no extra cost.3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate.4. All holes will be made by drilling only. Gas cutting of holes will not be permitted.5. Electrodes & paint manufactured by preferred make only shall be used. |
| 27 | Providing & fixing/erecting in position G.I. chainlink fabric fencing of required height above ground level with 2.59mm diameter GI chainlink mesh of size 50mmx50mm fixed to MS angles/RCC post including cost of p/fGI J hooks, bolts, nuts, washers, staples and p/f longitudinally 3 rows of 3.26mm diameter GI wires complete generally as per specifications and as directed by Engineer-in-Charge. |
| 28 | Supplying, stretching and fixing in position 2 ply, 2.06mm diameter, 4 spikes G I Barbed wire at specified spacing, firmly fixed to M . S . angle /RCC / wooden posts either horizontally or inclined manner including suppling and fixing necessary \"J\" hooks,bolts, nuts, washers, staples, as required for work at all levels, and any where in RRCAT premises All complete as per drawing, specification and as directed by Engineer in-charge. |
| 29 | Painting steel work with two coats of Synthetic enamel paint of preferred make & approved shade and made over one coat of steel primer including preparing surfaces, filling with suitable metalic putty, scaffolding and cleaning etc. complete. all as per drawing, specification and as directed by Engineer in-charge. |
| 30 | On steel surfaces |
| 31 | Providing, laying, jointing, fixing and testingPVC rigid pipes of class \"B\"of preferred make for sleeves, sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVCfittings,jointing with durable solvent,testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 32 | 80 mm dia. |
| 33 | Providing, laying, fixing and testingPVC pipes of stiffness class SN8 (foamcor) of preferred make for sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVCfittings,jointing with durable solvent,testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. Note: The Measurement shall be taken along the centre line of the pipes including fittings, specials etc. |
| 34 | 315mm NB PVC pipes |
| 35 | Filling under floors with screend selected River/Crushed sand including spreading ,watering ,ramming ,levels etccomplete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 36 | Providing and laying rubber moulded reflective type factory made chamfered edge 80mm thick Cement Concrete interlocking paver blocksin footpath, parks, lawns, drive ways or light traffic parking etc, of preferred make of M-35 grade strength, of approved size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through hand compaction by woodan hammer,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete as per drawing, specifications and as directed by the Engineer-in Charge. Note :-The cost of sand bed shall be paid separately in Item No.23. |
| 37 | Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing (wooden float neat finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc.complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 38 | Cement plastering at all levels for internal walls at all heights, 20mm thick with cement mortar 1:4 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 39 | Painting New exterior walls with two coats of Waterproof cement paint of preferred make & approved shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 40 | Providing & applying, at all heights, 2 coats of overall dry film thickness of 150 microns using approved shade TWO COMPONENT ALIPHATIC POLYURETHANE WALL COATING using preferred make of PU paint over Polymer wall putty for smooth finish on entire surface area of wall including preparing the surface etc complete as per drawing, generally as per manufacturer’s recommendation / specification and as directed by Engineer-in-Charge. Note: The rate includes cost of all materials, labour, GST & all other taxes, scaffold, tools & tackles, safety appliances etc. |
| 41 | Providing & applying 2mm thick POLYURETHANE HYBRID FLOORING usingpreferred make Heavy Duty floor finish Polyurethane concrete system consisting of primer coat ofapproved make and 2mm thick Self smoothing topping ofpreferred make along with rectification of any pot holes present in existing floor with suitable and similar filling material etc. complete as per drawing, generally as per manufacturer’s recommendation / specification and as directed by Engineer-in-Charge. |
| 42 | Providing and fixing in position 2mm thick aluminum composite panels of required size over aluminum framework for ceiling, masking and cladding consisting of aluminum section of size 50x25x2 mm thick rectangle tubes for frames including cutting the members to required size, fixing by aluminum angle cleats of size 50x50x2mm thick to horizontal and vertical members placed @600mm and 1200mm respectively as per design requirement, fixing the aluminum frame secured to walls, ceiling and floor to existing framework . The frame members shall be cladded on single exposed side using 2.0mm thick prime quality aluminum composite panels manufactured by preferred make etc. Providing and fixing 5.5mm thick clear glass flush with surface. Using double sided tape of preferred make and sealent for fixing aluminum panels, glass, necessary filling up of gaps at junctions, top, bottom and all sides by glass sealent all fittings and fixtures necessary for fixing of panels, screws/rivets, making cutouts, fixing extra frame work and necessary arrangements for opening for supply/return air slit, lighting fixtures etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 43 | Providing,fabricating, installing and fixing in position 4mm thick aluminum composite panels of required size over aluminum frame work for ceiling, masking, fascia,cladding ,etc. for linear as well as curvilinear shape for all heights and all levels etc.,consisting of aluminum section of size 50 x 25 x 2mm th. rect. tubes for frames including cutting the members to required size, fixing by aluminum angle cleats of size 50x50x2mm thick to horizontal and vertical members placed @ 600 mm & 1200 mm respectively, as per design requirement, fixing the aluminum frame secured to walls,floor and ceiling/hang to existing frame work. The frame members shall be cladded by using 4.0 mm thick prime quality aluminum composite panels approved shades made out of 3 mm thick FR grade mineral core sandwiched |
| 44 | between two Aluminium sheets (each 0.5 mm thick).manufactured as per preffered make. double sided tape of preferred make and sealent for fixing aluminum panels/glass, necessary filling up of gaps at junctions, top, bottom and all sides by glass sealent (No. 789 of preffred make or equivalent), all fittings and fixtures necessary for fixing of panels, screws/rivets, G.G.I. wire etc., making cut outs, fixing extra frame work and necessary arrangements for opening for supply/return air slit, lighting fixtures, etc. complete as per drawings, specifications and as directed by Engineer in charge. |
| 45 | Supplying, lowering, laying, RCC spun pipes (Class NP2) as perIS : 458 with necessary collars, laid to correct grade and levels at all depths including cutting to length, jointing with hemp yarn and C.M. 1:1, caulking the joints and finishing, curing, testing etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 46 | 150 mm n.b. |
| 47 | 300 mm n.b. |
| 48 | Providing post construction anti termite treatment (of preferredmake), guaranteed for five years at ground floor/upper floorsof building and wood work adjacent to the door and window frames ,electricboards battens etc by drilling and punching the hole at bottom & both the sides of door and window frames ( minimum six holes for each door window frame ) & |
| 49 | injecting preferredmake of chloropyriphos 20 EC or Lindane 20 EC mixed with water in the volumetric ratio of 1:19, mixture liberally poured so as to consume minimum of 1 litre of solvent per hole. Oil base emulsion in the ration of 1:39 ( mixed with kerosene ) shall be sprayed liberally over frame and shutter including wooden fixtures if any ,spottreatment for extermination of termite on the areas wherever termite runways are seen /expected including repairing the same in original condition etc complete as per specifications, drawing and as directed by Engineer in charge . The consumption of Chloropyriphos 20 EC or Lindane 20EC neat shall be minimum of 0.0225 litre /sqm of floor area and that of kerosene oil minimum 0.5 litre /sqm. etc.complete as per drawing, specifications and as directed by the Engineer-in Charge |
| 50 | Note (1) the chemicals used for the treatment for all the operation shall have concentration of active ingredient as 1% by weight of 20 EC Chemical(2) Chorophyriphos 20 EC confirming to IS 8944 or Lindane 20 ECConforming to IS 632. (3)Treatment at junction of wood work and floor or wall on both sides of wood work i.e. treatment around wood work is included in the item however wood borer treatment on wood work itself is not covered under the scope of this item . (4) 65% payment will be released at respective running/final bill stages.25% payment will be released after 2 year from the date of issue of completion certificate subject to satisfactory performance of the treatment and remaining 10% payment will be released after lapse of 5yeari.e. on expiry of guarantee period subject to satisfactory performance of the treatment.The service guarantee bond shall be executed in prescribed from in non judicial stamp paper of Rs 100/- (5)Wherever basement exists , the same shall be considered as ground floor and floor above it as first floor . |
| 51 | (6)The contractor shall furnish delivery challan of chemicals brought for use and submit test certificate indicatingthe reliability of chemicals from the lot selected by Engineer in charge.The test shall be carried out in a reputed lab at contractor risk & cost for which nothing extra shall be paid. (7) Floor area of corresponding floor level shall be measured for payment purposes.The contractor shall quote the rate accordingly. |
| 52 | Preparing the surface and etching with 10% commercial hydrochloric acid wherever necessary, neutralising the etched areas by washing with 5% solution of soda ash, applying one coat of pigmented epoxy based primer followed by one coat of epoxy based trowelling compound, cutting and grinding the surfaces wherever necessary using waterproof quality emery paper and applying three finishing coats of epoxy based polyamide cured special acid and alkali resistant paint of preferredmake & tint including preparing surfaces, scrapping, filling holes, cracks, joints, wherever necessary with epoxy based trowelling compound, cost of all materials, scaffolding and labour, tools & tackles, safety appliances and as per manufacturer\"s recommendations etc.complete as per drawing, specifications and as directed by the Engineer-in Charge |
| 53 | Providing and fixing 2mm thick epoxy based joint less flooring of preferredmake over existing flooring such as concrete floor, tiles, wood, metal etc. formulated out to required levels, thickness slopes and finished smooth or rough including curing, preparing the surfaces such as filling holes, cracks, joints, wherever necessary by epoxy based trowelling compound, including providing and applying one coat of two component epoxy based primer including cost of materials and labours etc. complete as per manufacturer\"s recommendation etc. complete as per drawing, specifications and as directed by the Engineer-in Charge |
| 54 | Providing and laying polyvinyl (PVC) rolls/tiles of preferredmake of thickness 2mm heavy duty solid vinyl flooringof approved colour, pattern and designs for flooring, skirting/dado laid on existing smooth cement tile or concrete or plastered finish, with suitable adhesive as per manufacturer\"s specifications, close jointed by PVC welding and finished to proper bends, slope and plumb etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 55 | Providing & Fixingat all heights, Galvanized steel Clip in Tile Plain/ Perforated False Ceiling module of 600 mm x 600 mm. with square edged Panels made out of 0.5mm thick Plain/ Perforated sheet having perforations of 2 mm dia at 7 mm c/c in diagonally/2.5 mm dia 5 mm c/c in square pattern Galvanized steel panel size of600mm x 600 mm manufacturedand Pre treated/powder coated panel shall be oven baked through conversion coating, priming and finish coat ensuring superior adhesion & painted on both sides. |
| 56 | the panel end shall be raised upward and snapped in to the carrier. The main carrier shall be of size0.45 mm thick , 25mm height and 3000mm length. The GI hold angle 1.15 mm thick of size 95mmx12mm, pressure clip 1.20mm thick 35mmx 30mm, top and Bottom of 4mm dia GS rod shall be round. The top end shall be screwed to slab/ roof and bottom shall be fixed with screw to hold on angle, providing extra fram work around openings for duct, supply/return air grill, electrical fittings, smoke detectors, fire alarm systems, voided arrangement for inspections etc. all complete as per drawings, specifications and as directed by Engineer-in-charge. |
| 57 | Providing and fixing 0.50 mm TCT color coated galvalume sheets of preferredmakeetc. in roof, facia including all overlaps, ridges, mitring, supplying and fixing \"J\" hooks, bolts, nuts and washers as per manufacturers code of practice and cutting the sheets as required including the cost of scaffolding, work at all heights etc. complete as per drawing, specifications and as directed by the Engineer-in Charge. |
| 58 | Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) wall spanwith extruded and integrated aluminum sections as per preferredmake conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of p/f 5mm thick float glass and/or apaque using 12mm thick laminated particle board, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and horizontal section of wall spans shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm. Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm.The spacing of verticle and horizontal sections shall be in the range of 0.90 m to 1.50 m centre to centre. |
| 59 | Including providing and fixing in position 5mm thick glass or opaque using 12mm thick laminated particle board.Specifications of glass:- clear sheet glass/float glass of preferredmake and of following thickness fixed to aluminum doors with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete.Specifications of laminated board:- 12 mm thick both side laminated particle board ofexterior grade - 1, Type II confirming to IS 12823 bonded with Phenol Formaldehyde Resin (of preferred make) in partitions using necessary approved standard aluminum beadings including wastages, if any, fixing to existing framework with C.P. brass / stainless steel screws as required and other incidental charges etc. complete as per drawings, specifications and as directed by Engineer-in-charge. |
| 60 | With powder coated aluminum section (min 50 microns) of approved shade |
| 61 | Providing and fixing in position anodized (min of grade AC5) / powder coated (min 50 microns) aluminum doors with extruded and integrated aluminum sections as per preferredmake conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and middle horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 115 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm, including p/f5.0mm thick clear sheet glass and/or opaque using 12mm thick laminated particle board. |
| 62 | Including providing and fixing in position 5mm thick glass or opaque using 12mm thick laminated particle board.Specifications of glass:- clear sheet glass/float glass of preferredmake and of following thickness fixed to aluminum doors with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete.Specifications of laminated board:- 12 mm thick both side laminated particle board ofexterior grade - 1, Type II confirming to IS 12823 bonded with Phenol Formaldehyde Resin (of preferred make) in partitions using necessary approved standard aluminum beadings including wastages, if any, fixing to existing framework with C.P. brass / stainless steel screws as required and other incidental charges etc. complete as per drawings, specifications and as directed by Engineer-in-charge. |
| 63 | Powder coated aluminum (min powder coating of 50 microns) doors, fully glazed with 5 mm thick glass or opaque using 12mm thick laminated particle board and the vertical members are internally braced with 12mm dia MS long bolt, SS handle on both sides as approved, floor spring/door closer of preferred make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc complete. |
