Raja Ramana Centre For Advance Technology has published Tender For Renovation Of Lake Side Work Shop Along With Construction Of Chemical Storage Room In Technical Area At Rrcat, Indore. Submission Date for this Tender is 10-06-2024. Building Work Tenders in indore Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 31-May-2024 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 10-06-2024 |
| FileName | File Description | File Size |
| fc242527-869f-468a-8e28-93baa3b79ec2.html | Tender Notice | 0 KB |
| ActivitySchedule.pdf | Tender Document | 0 KB |
| Annexure1.pdf | Tender Document | 0 KB |
| BiddingCapicity.pdf | Tender Document | 0 KB |
| BOQ_846968.xls | Tender Document | 0 KB |
| CCC.pdf | Tender Document | 0 KB |
| Drawings.pdf | Tender Document | 0 KB |
| listofpreferrdmake.pdf | Tender Document | 0 KB |
| NIT.pdf | Tender Document | 0 KB |
| SALIENTGOVERNINGFEATURES.pdf | Tender Document | 0 KB |
| SchA.pdf | Tender Document | 0 KB |
| ScheduleB.pdf | Tender Document | 0 KB |
| Specs1.pdf | Tender Document | 0 KB |
| SpecsPH2.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Imp. Note (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 bank 4. The bidder mustpossess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 5. The renovation work has to be carried out in existing building which has high bay area and would require working at height. 6. Bidders are encouraged to visit site to understand the intricacies of the work before quoting. |
| 2 | 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 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.) |
| 3 | Providing, fabricating, cutting, erecting, and fixingin position structural steelworks of any shape using ISMBs, Joists, channels, angles, flats, Tees, circular/ square bars etc.of minimum gradeFe 250, at all levels including welding,painting with a primary coat of approved steelprimer 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.) |
| 4 | 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,painting with a primary coat of approved steelprimer 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.) |
| 5 | Note: ( Common for Item nos. 1, 2 & 3) |
| 6 | 1. Structural steel conforming to IS: 2062 |
| 7 | 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from the manufacturing firms and also testing from third party, if required to be arranged at no extra cost. |
| 8 | 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. |
| 9 | 4. All holes will be made by drilling only. Gas cutting of holes will not be permitted. |
| 10 | 5. Electrodes manufactured by preferred make only shall be used. |
| 11 | 6. Cost of scaffolding required for the work is deemed to be included in the rate. Bidders shall quote accordingly. |
| 12 | 7. The rate shall include providing and fixing anchor fastnerin cement concrete / reinforced cement concrete surface including drilling necessary holes and chemical ahdesive as per manufactures specification and as directed by EIC. The contractor shall submit the design for load carrying capacity of anchoring before execution. |
| 13 | Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means upto a depth as mentioned 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 and as directed by Engineer-in-Charge. (Depth of excavation shall be measured from the existing average ground level.) |
| 14 | from depth 0.00 m upto 1.50 m |
| 15 | From depth 1.50 m upto 3.00 m |
| 16 | Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means upto a depth as mentioned below including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre and as directed by Engineer-in-Charge. |
| 17 | from depth 0.00 m upto 1.50 m |
| 18 | From depth 1.50 m upto 3.00 m |
| 19 | Providing centering and shuttering using timber planks/steel plates including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work and as directed by Engineer-in-Charge. |
| 20 | Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete |
| 21 | Columns, pillars, posts, struts, mullions etc. |
| 22 | Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc. |
| 23 | Providing & laying in position Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork as per specifications and as directed by Engineer-in-Charge. |
| 24 | Providing and fixing reinforcement for reinforced cement concrete using TMT bars of preferred make having minimum yield strength of Fe 500 or higher grade as per IS:1786 at all levels including supplying, cutting, bending, fixing, tying in position with 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge. |
| 25 | Note: 1 - The steel reinforcement bars shall be brought by the contractor atterms & conditions specified.TMT bars manufactured in the brand name of preferred make shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength,Bend rebend test etc. |
| 26 | Note : 2 - Random testing of sample collected at site shall be arranged by the contractor at their own cost.One sample comprising of three specimens shall be collected for every 25MT of bars brought at site .Therepresentive of department shall associate with the engineer of contractor at each stage right from sampling of testing . All charges ,transport,taxes etc shall be borne by the contractor. |
| 27 | Note : 3 - The contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost. |
| 28 | Note : 4 - 1.60mm dia . Soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractor at their own cost and will not be measured for payment . |
| 29 | Note : 5 - Other conditions as stipulated in general condition, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained . |
| 30 | Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement and as directed by Engineer-in-Charge. (Minimum Cement content shall not be less than 387kg/cum of concrete.) |
| 31 | In foundations, footings, plinth beams, base of columns, flooring. |
| 32 | In columns, mullions, pillars, posts, struts |
| 33 | In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills, Staircase etc. |
| 34 | Design Mix REINFORCED CEMENT CONRETE of M-30 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement and as directed by Engineer-in-Charge. (Minimum Cement content shall not be less than 405kg/cum of concrete.) |
| 35 | In foundations, footings, plinth beams, base of columns, flooring. |
| 36 | In columns, mullions, pillars, posts, struts |
| 37 | In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls, and window cills, Staircase etc. |
| 38 | Brick work in cement mortar 1:6 using table moulded chimney 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. |
| 39 | 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. |
| 40 | Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in partition walls in C.M. 1:4 at all levels, with stiffeners of reinforced cement concrete 1:2:4 (100mm x 100mm) size at every 900mm height including double scaffolding, raking out joints, form work for stiffeners, curing etc. complete and as directed by Engineer-in-Charge. |
| 41 | Note: Reinforcement will be measured and paid for separately under relevant item of schedule. |
| 42 | Cement plastering at all levels for internal walls ceilings with cement mortar 1:4 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete and as directed by Engineer-in-Charge. |
| 43 | 12 mm thick |
| 44 | 20 mmm thick |
| 45 | Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. complete and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete and as directed by Engineer-in-Charge. |
| 46 | Painting plastered surfaces with two coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as directed by Engineer-in-Charge. |
| 47 | Painting plastered surfaces with two coats of FLAT oil paint of approved shade and make over one coats of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as directed by Engineer-in-Charge. |
| 48 | Painting New exterior walls with two coats of Waterproof cement paint of approved make & shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as directed by Engineer-in-Charge. |
| 49 | Using paint of preferred make on sand faced plaster surface |
| 50 | Painting steel work with two coats of Synthetic enamel paint of approved shade and made over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as directed by Engineer-in-Charge. |
| 51 | Painting the old exterior walls and roof with two coats of paint of preferred make of approved shade including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling holes with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per specification and as directed by Engineer-in-Charge. |
| 52 | Repainting of old painted surfaces with two coats of paint of approved shade over a coat of suitable primer and make including preparing the surfaces, removal of old paint, if any, sand papering, filling with putty as required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete and as directed by Engineer-in-Charge. |
| 53 | on plastered surface using ACRYLIC EMULSION paint |
| 54 | on plastered surface using FLAT OIL paint |
| 55 | Using SYNTHETIC ENAMEL paint steel surface |
| 56 | 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 polyamine/polyamide cured special acid and alkali resistant paint of approved make & 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 and as directed by Engineer-in-Charge. |
| 57 | With POLYAMIDE cured epoxy paint |
| 58 | Kota stone flooring/skirting, using 15mm to 20mm thick hand cut single machine polished kotah stone slabs laid over 20 mm thick mortar, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. complete and as directed by Engineer-in-Charge. |
| 59 | In flooring with cement mortar 1:2 bedding and with machine polishing after laying. |
| 60 | In skirtingover cement mortar 1:3 backing, with exposed edge machine cut and surfaces hand polished after laying. |
| 61 | P/F Kota stone using 15mm to 20mm thick for Treads, and Risers and window sill using machine cut double machine (Mirror) polished kotah stone slabs laid over 20 mm thick mortar bedding, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured including preparing the surface for proper bonding etc. complete and as directed by Engineer-in-Charge. The stone slab shall be provided in single piece of upto 1800 mm length at some areas. |
| 62 | For Treads / window sill over cement mortar 1:2 bedding, with all exposed edges machine cut and surfaces hand polished after laying. |
| 63 | Providing and laying polyvinyl (PVC) rolls/tiles manufactured by preferred make of thickness 2 mm heavy duty solid vinyl flooring of 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, including removing old PVC flooring (if any) etc. complete and as directed by Engineer-in-Charge. |
| 64 | Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers etc. complete and as directed by Engineer-in-Charge. |
| 65 | Black, Cherry/Ruby red shade |
| 66 | Other shades |
| 67 | Cement concrete flooring 50 mm thick consisting of 38 mm thick cement concrete 1:1½:3 with 10mm size aggregate as under layer, and 12mm thick wearing surface with METALLIC FLOOR HARDNER cement being mixed with metallic floor hardener of approved quality and make in proportion of 4:1 (4 cement : 1 Metallic floor hardener) by weight and cement hardener compound mixed with 6mm down graded stone aggregate in the ratio of 1:2 by volume including, ramming, finishing, to required levels or slope, providing & fixing aluminum dividing strips of size 25 mm x 3 mm, curing etc. complete generally as recommended by the manufactures etc. complete and as directed by Engineer-in-Charge. |
| 68 | Cement plaster 20mm thick in skirting and risers to steps with cement mortar 1:3 finished with a coat of neat cement including rounding of junctions with floor where necessary curing etc. complete and as directed by Engineer-in-Charge. |
| 69 | Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality of preferred make over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete and as directed by Engineer-in-Charge. |
| 70 | For flooring usingtiles of size 450x450mm and 300x300mm |
| 71 | For Dado/Skirting usingtiles of size 300x450mm/300 mm x 300 mm as directed by EIC etc |
| 72 | Providing and fixing in position first class double charged vitrified porcelain tiles(thickness to be specified by the manufacturers) with water absorption less than 0.08% and conforming to IS:15622,of preferred manufacturer of size 600 mmx 600 mm of approved color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface over 20 mm thick cement mortar 1:3 bedding open jointed and pointed with matching slurry @ 3.30 kg/sqm using white cement with pigments finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete and as directed by Engineer-in-Charge. |
| 73 | Providing and fixing in position clear sheet glass / float glass / frosted glass of preferred make and of following thickness fixed to aluminum windows, doors, partitions, ventilators etc. with edges champhered (wherever required) and fixing with available aluminum beading in steel windows with PVC/Neoprene Gasket Lining etc. complete including removing and stacking old glass from the window wherever required and as directed by Engineer-in-Charge. Note: Only the clear opening of Glass shall be measured for payment. Aluminum snap beading shall be measured and paid under relevant item. |
| 74 | With glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm) |
| 75 | Providing waterproof BRICK BAT COBA for filling in the depression of toilets, bathroom etc., as per the specifications of specialised waterproofing agencies and finishing the surface even so as to be suitable to receive the tiles etc. complete and as directed by Engineer-in-Charge. Note : The measurement shall be on m³ basis. No deductions shall be made for the areas occupied by pans and other fittings and fixtures. |
| 76 | Providing cement based waterproofing treatment to Terraces (average thickness 110mm) by cleaning the concrete surfaces, giving injections to top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:4 with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel with geru finish, including the cost of providing & fixing the glass fibre cloth (45gsm) of approved quality in top layer of plaster and finally finishing the surface with trovel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep complete and as directed by Engineer-in-Charge. (The treatment shall be tested by ponding water for a period of 10 days & dose of waterproofing compound solution is as per manufacturers specification). |
| 77 | Stages of treatment: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 100 mm63mm (as applicable) size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 78 | (c) After two days of proper curing, applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:3 (1 cement :3 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of 45 gsm of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 79 | 1. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years. |
| 80 | 2. An amount @ 10% of the value of the item shall be withheld by the department for a period of 10 years from the date of completion. |
| 81 | 3.The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace/chajja. |
| 82 | Fabrication, supply and fixing of extruded aluminum alloy double wall remote control Rolling shutters with side one operator drive unit and Direct drive option, confirming to IS 6248 (1979). Extrusion for the components of rolling shutters shall be conforming to 53000 (NE5) or 64430 (HE30) of IS: 733 etc. complete as per drawings, specifications and as directed by Engineer-in-charge. |
| 83 | NOTE :- Curtain shall be built up from interlocking lath sections of aluminum alloy conforming to 53000 (NE5) or 64430 (HE30) of IS: 733. The thickness of lath sections for curtains shall not be less than 18 gauge (1.25 mm) section, with nominal profile height as 78 mm +/- 0.05 mm. The lath section shall have interlocking curls at both edges and a deep corrugation at the centre with a bridge depth of 16 mm to provide sufficient curtain stiffness for resisting manual pressure and normal wind pressure. Each lath section shall be continuous single piece without any welded joint. When interlocked, the lath section shall have a distance of nominal 75 mm between rolling centresThe Lock Plate provided at the bottom of the shutter, shall be composed of a mild steel plate not less than 3.15 mm thick, reinforced with mild steel angle not less than 35 x 35 x 5 mm at bottom of the plate. The lock plate shall also be provided withpulling handles, one handle for 2.5 m width and 2 handles for widths above 2.5 m.Guide channels shall be of mild steel deep channel section of rolled, pressed or built up (fabricated) construction. The thickness of the sheet used shall not be less than 3.15 mm.Each guide shall have a minimum of 3 fixing cleats. The spacing of cleats shall not exceed 0.75 m Bracket Plates shall be fabricated out of mild steel plate of 3.15 mm thick. Hood covers shall be made of mild steel sheets not less than 0.9 mm thick |
| 84 | Providing, fabricating and erecting S.S. tube railing of 304 Grade comprising 50mm dia. & 16 gauge thick S.S. single pipe for top and 25mm dia. double member for vertical, providing and fixing runner pipes of 19mm dia. S.S on middle in three rows including providing and fixing bottom and end caps as per approved design on the top & end of the members, buffing of welded surfaces, cutting, welding the joints, grinding/muffing if necessary etc. complete and as directed by Engineer-in-Charge. |
| 85 | Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door insulated with polyurethane foam (density of PUF shall be 40kg/m³) of preferred make consisting of 1.5 mm galvanised pressed steel frame of size 105mm x 57mm with suitable stiffeners and 1mm prime quality galvanised pressed steel shutter, 35mm thick shutter with necessary stiffeners for hardware, with applying a coat of two pack epoxy primer and two coats of polyurethane paint above etc. complete including providing & fixing vision panel using 4mm plain glass, aluminum/CPMS fittings, fixtures heavy duty Stainless steel hinges, preferred make door closure and locking arrangements with screw and check for correctness of recesses and stiffening plates for all fittings & fixtures including the cost of grouting the hollow portion of door frame with cement concrete 1:2:4 etc. complete and as directed by Engineer-in-Charge. Note: Fittings & fixtures shall be as indicated in drawing. (Item for Laboratory buildings) |
| 86 | Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of preferred make consisting of followings : |
| 87 | 1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer"s specifications and as directed by Engineer-in-Charge. |
| 88 | 2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacturer, M.S. frame covered with 5 mm thick heat moulded PVC "C" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 95 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with |
| 89 | 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the "C" Channel using PVC solvent adhesive & including all fittings, fixtures & 4 nos. 100 mm long heavy duty S.S. hinges etc. complete as per direction of Engineer-in-charge, manufacturer"s specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing. |
| 90 | 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 approved make 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. |
| 91 | 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 approved make 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 of approved exterior 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. |
| 92 | With powder coated aluminum section (min 50 microns) of approved shade |
| 93 | Providing, fabricating, installing and fixing in positon 4mm thick aluminium composite panels of required sizes over aluminium frame work for ceiling, masking, fascia, cladding etc. for linear as well as curvilinear shape for all heights and levels, consisting of aluminium section of size 50x25x2mm thick rectangular tubes for frame work including cutting the members to required size, fixing by aluminium angle cleats of size 50x50x2mm to horizontal & vertical members placed @ 600mm & 1200mm respectively as per design requirement, fixing the aluminium frame secured to walls, floors and ceiling/hang to existing frame work. |
| 94 | The frame menbers shall be cladded by using 4.0mm thick prime quality aluminium composite panels of approved shade made out of 3mm thick FR grade mineral core sandwiched between two aluminium sheets (each 0.5mm thick) manufactured by preferred make, using double sided tape of preferred make and silicon sealent of preferred make including all fittings and fixtures necessary for fixing panels, screws/rivets, 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 specifications and as directed by Engineer-in-Charge. |
| 95 | 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 approved make 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 120 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. |
| 96 | 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 approved make 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 of approved exterior 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. |
| 97 | 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 Godrej make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc complete. |
| 98 | Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum two track sliding windows using aluminium alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panelsfor top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for |
| 99 | anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing float glass panes of 4.0 mm thickness with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete. |
| 100 | With powder coated aluminum section (min 50 microns) of approved shade |
| 101 | Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum three track sliding windows with mosquito net etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 92.00 x 36.00 x 0.90 mm thick, Bottom track sections of minimum size 92.00 x 31.00 x 1.50 mm thick, top & side members 92.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panelsfor top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for |
| 102 | anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. including providing and fixing tinted glass panes of 4.0 mm thickness in two panels of window with edges champhered (wherever required) with PVC/Neoprene Gasket Lining and mosquito net jali ( SS Jali of 28 guage ) in one panel of window etc. complete as directed by EIC. |
| 103 | With powder coated aluminum section (min 50 microns) of approved shade |
| 104 | Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) Aluminum sliding door fully glazed with glass or opaque using laminated board etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. 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 0.90 mm thick. Cleat angles shall be minimum 25 mm x 25 mm and thickness 2 mm, Horizontal section of door for handling roller shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm, Channel section for roller shall be minimum 38 mm x 38 mm and thickness of 1.75 mm, Snap beading shall be minimum 0.41 mm thick., including providing and fixing locking arrangement for lock, heavy duty roller, C.P. brass screws / stainless steel screws, nuts, washers, Rawl plugs, aluminum packing strips used for |
| 105 | anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC, Including the cost of providing and fixing float glass panes of 5.0 mm thickness and/or 12 mm thick particle board as directed by EIC. |
| 106 | Including providing and fixing in position 5mm thick glass Specifications of glass:- clear sheet glass/float glass of preferred make and of 5mm thickness fixed to aluminum sliding door shutter with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete. |
| 107 | Aluminium Sliding door with powder coated aluminum section (min 50 microns) of approved shade |
| 108 | Providing and fixing 0.50 mm TCT color coated galvalume (Color Star Profile) sheets of preferred make etc. 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. |
| 109 | Providing and fixing Welded wire mesh (25 x 25 x 2.4 mm) of best quality and approved make to existing frame, including cutting, making holes, etc. fixed in proper line and level etc. complete and as directed by Engineer-in-Charge. |
| 110 | Labour charges only for fabricating structural steel work including plates at all levels including material transportationto site of work from Deptt. Stores, cutting to required size, fabricating including welding as required as per regular structural steel item, erecting in position cost of electrodes of approved make, gas, necessary scaffolding, painting with a coat of approved steel primer etc. complete and as directed by Engineer-in-Charge. |
| 111 | Supplying, lowering, laying, RCC spun pipes 300 mm NB (Class NP2) of IS : 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 and as directed by Engineer-in-Charge. |
| 112 | Demolishing brick work including sunken waterproofing floor in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete and as directed by Engineer-in-Charge. |
| 113 | Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. complete and as directed by Engineer-in-Charge. |
| 114 | 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. complete and as directed by Engineer-in-Charge. |
| 115 | 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 departmental store of RRCAT etc. complete and as directed by Engineer-in-Charge. |
| 116 | Dismantling the Mosaic/white glazed/Ceramic/Vitrified tiles /Kotah stone/ IPS/ Hardonite etc. in flooring/dado/skirting etc. including dismantling of bedding mortar, stacking of materials and disposing of debris within 50 metres lead etc. complete and as directed by Engineer-in-Charge. |
| 117 | Dismantling DOORS, WINDOWS AND CLEARSTORY WINDOWS (steel or wood) including shutters and chowhats (frames), Architraves, holdfasts, etc. complete and stacking at departmental store of RRCAT and as directed by Engineer-in-Charge. |
| 118 | Of area 3 m² & below |
| 119 | Of area beyond 3 m² |
| 120 | Taking out DOORS, WINDOWS AND CLEARSTORY WINDOWS, shutters (steel or wood) including stacking at departmental store of RRCAT etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge. |
| 121 | Of area 3 m² & below |
| 122 | Of area beyond 3 m² |
| 123 | Breaking existing cement based waterproofing treatment of following areas, stacking of serviceable materials and carting away of unserviceable materials to the departmental disposal yard etc. complete and as directed by Engineer-in-Charge. |
| 124 | Terrace treatment (110 mm average thickness) |
| 125 | Dismantling Asbestos /GI/ Galvalume sheet roofing, ACP with fremework along with ridges, hype, valleys and gutters including scaffolding and stacking the materials at departmental store of RRCAT etc. complete and as directed by Engineer-in-Charge. |
| 126 | Dismantling Old Plaster or Skirting, racking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 metres lead etc. complete and as directed by Engineer-in-Charge. |
| 127 | Dismantling chainlink fencing with flexible wire rope, vertical & inclined angles of any size & length includingstacking anywhere in RRCAT campus, cutting, dismantling of concrete, making rolls, transportation etc. complete as per specifications and as directed by Engineer-in-Charge. |
| 128 | Lead charges for debris by mechanical transport within RRCAT (upto 5 kms) Note: The rates in respect of this item above, are applicable for the net quantity arrived at after making deduction for voids at 30% from corresponding stack/truck measurements. |
| 129 | Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of : |
| 130 | a. Best Indian make wash basin in white glazed vitreous chinaware of preferred make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above. |
| 131 | b. One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety with aerated foam flow pattern of preferred make conforming to IS: 1795 |
| 132 | c. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends. |
| 133 | d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preferred make. |
| 134 | e. One number 32 mm n.b. heavy quality C.P. brass waste coupling |
| 135 | f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of preferred make with extension piece and wall flange etc. complete of Dripless type. |
| 136 | Providing & fixing best quality Laboratory Sinks of size mentioned below, comprising of : |
| 137 | a. Best quality white glazed vitreous chinaware sinks of size mentioned below of preferred make with integral overflow weir at end, supported on a pair of white enamel painted C.I. brackets, conforming to IS : 771 part - 2. |
| 138 | b. One number suitable C.P. brass waste heavy quality with rubber plug and C.P. chain. Including C.P. brass union. |
| 139 | c. One number suitable C.P. brass heavy quality bottle trap with extension piece and wall flange etc. complete of dripless of approved equivalent. |
| 140 | Vitreous china Laboratory Sink of size 600mm X 450mm x 200mm |
| 141 | Providing & fixing EUROPEAN WATER CLOSET suite comprising of : |
| 142 | a. White vitreous china pedestal type water closet (European type W.C. pan)in vitreous Chinaware with internal "P" or "S" trap conforming to IS: 2556of preferred make. |
| 143 | b. PVC, low level flushing cistern 10 litres capacity of preferred make, mounted brackets with double syphonic pattern and all internal fittings conforming to IS: 7231. |
| 144 | c. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends. |
| 145 | d. 15mm n.b. screw down heavy quality, fancy variety C.P. brass 2 nos. twoway angle/bib cock of preferred make, conforming to IS:8931. |
| 146 | e. Solid plastic heavy quality seat with lid of preferred make and colour with C.P brass pillar hinges, conforming to IS :2548 (Part I and II) |
| 147 | f. Health faucet (Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of preferred make. |
| 148 | g. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of preferred make. |
| 149 | Providing and fixing approved ORISSA PATTERN W.C. SUITE comprising of : |
| 150 | a. Orissa pattern W.C. best Indian make white or colour glazed vitreous chinaware, size 580 mm x 400mm with ‘P’ or ‘S’ trap, of preferred make conforming to IS: 2556 |
| 151 | b. PVC low level flushing cistern 10 litres capacity with allfittings of preferred make. |
| 152 | c. 32mm n.b. heavy quality P.V.C flush pipe of appropriate length with all PVC specials, etc. concealed in wall. |
| 153 | d. 15 mm n.b. heavy quality P.V.C inlet connection with brass unions connected at ends. |
| 154 | e. 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preferred make conforming to IS:8931. |
| 155 | Providing and fixing large flat back half stall Urinal of size 610 mm x 400 mm x 380 mm of preferred make supported on suitable wall brackets with 32mm n.b. heavy quality approved make C.P. brass bottle trap with extension piece and wall flange suitable heavy quality C.P. brass waste coupling including C.P. dome grating etc. complete as per specifications and as directed by Engineer-in-Charge. |
| 156 | Providing and fixing 15mm n.b. heavy quality C.P. brass flushing valve of preferred make on G.I. line for flushing urinals of approved quality etc. all complete as per specifications. Including providing& fixing in position preferred make C P brass urinal spreader with copper connector,two C P brass check nuts, rubber tapered washers complete and as directed by Engineer-in-Charge. |
| 157 | Providing and fixing best quality approved colour and shade GRANITE PARTITION slab 14 to 15 mm thick and of size 1000mm x 650mm, polished on both sides, machine cut edges with rounded exposed corners including fixing in wall after catsing with cement mortar or adhesive in proper level and line etc. all complete as per specifications and drawings and as directed by Engineer-in-Charge. |
| 158 | Providing & fixing at all levels heavy quality fancy variety approved make 15mm n.b. screw down C.P. brass long bodybib taps on G.I./CPVC linesof preferred make long body top continental flange faucet easy clean variety with jam nutetc. as per drawing, specifications & as directed by Engineer-in-Charge |
| 159 | Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of preferred make on G.I./CPVC/UPVC pipe line conforming to IS:781 |
| 160 | Providing and fixing heavy quality fancy varietyC.P. brass screw down 15mm n.b. concealed type Stop cocks of preferred make confirming to IS:8931 on G.I. pipe line |
| 161 | Providing and fixing C.I. Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on top including necessary 1:2:4 cement concrete for embedding the trap etc. confirming to IS:3989 and as per specifications all complete and as directed by Engineer-in-Charge. |
| 162 | Providing and fixing in position readily availablemirror of size 600x450 mm made out of best quality indian glass of5mm thick, manufactured by preferred make mounted on PVC decorative frame fixed in position with C.P. brass screws with rawl plugs etc. complete and as directed by Engineer-in-Charge. |
| 163 | Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends, CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacing, cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete testing the pipes with clean water as per specifications and as directed by Engineer-in-Charge. |
| 164 | 20mm nominal size |
| 165 | 25mm nominal size |
| 166 | 32mm nominal size |
| 167 | 40mm nominal size |
| 168 | Providing, laying, jointing, fixing and testingPVC rigid pipes of class "B"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. |
| 169 | 50mm NB |
| 170 | 80mm NB |
| 171 | 110mm NB |
| 172 | 150mm NB |
| 173 | Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS of preferred make conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, and scafolding etc. complete. including removing old rain water pipe (if any) as per specification and direction by Engineer In charge. |
| 174 | 110mm dia PVC pipes |
| 175 | Providing and fixing in position roof decking sheeting panel ofmade out of minimum 1.2 mm thick (base metal thickness) steel ripped panels with minimum zinc coating120 gsm (total of both sides) , base material for galvanized steel panelconfirmingto theIS-277 shall have minimum yield strength of 345 Mpa over which M S wire mesh to be laid including edge trim covered with concrete. The metal deck will be supported on structural steel beams, including providing & fixing of low carbon steel shear studs of required length and nos depending on the depth of slab with minimum 350 MPa yield point and ultimate tensile strength of 450 MPa using portable stud welding machine at site etc. complete as per drawings, specifications and as directed by Engineer-in-charge. (Structural steel like beam ,column, etc., M.S wire mesh and concrete of required grade as per design will be paid seperately) |
| 176 | Strengthening of Reinforced Cement Concrete (RCC) Column using Micro Concretecomplete as per drawings, specifications & as directed by Engineer in Charge, essentially under following steps: |
| 177 | 1) Complete removal of plastered surface to achieve barren surface of parent concrtete. |
| 178 | 2) Identification and removal of all loose patches, weak concrete portion etc using light breakers,chiesels and grouting the same using compatible epoxy grout to make it good. |
| 179 | 3) Drilling 14 mm dia & 75 mm deep holes @ 1000 mm centre to centre in a staggered manner on all exposed faces to including sucking the dust using air blower to enable insertion ofshear connectors. |
| 180 | 4) Providing & inserting 10 mm dia TMT bars of 75 mm length in all the drilled holes to act as shear connector including injectiongrouting the holes with High Performanmce Resinous fixing & anchoring compound of preferred make or grouting compound manufactured by preferred make generally as per manufacturer"s recommendations and as directed by Engineer in Charge. |
| 181 | 5) Providing & applying Epoxy bonding agenton thoroughly cleaned surface for effective adhesion of Micro Concrete layer. |
| 182 | 6) Providing, centering and shuttering using timber planks/steel plates including complete sealing with putty/POP including strutting and propping etc and removal of the same after setting of Micro conrete. |
| 183 | 7) Providing ,laying/ pouringat all heights & levels; 50 mm thick Micro concrete all-around existing Reinforced Cement Concrete (RCC) Column therby increasing the column dimensions by 100 mm on each face usingready to use Micro Concreteaftermixing watergenerallyas per manufacturer"s recommendation, touching up the surface using compatible materials after deshuttering complete as per drawings, specifications & as directed by Engineer in Charge. |
| 184 | Note 1) The cost of deploying all labourers,all materials,wastages, tools, tackles, general safety gadgets, all applicable taxes including GST (Goods & Service tax), Corporation tax, Income tax, VAT, Labour cess, all other liabilities as per Contract Labour Act including those stipulated under clause 19 of section 4,section 8 & section 9 of the tender shall be entirely borne by the contractor and nothing on account of all these is admissible as the same is deemed to be included in the quoted rates. |
| 185 | Note 2) Addition of well graded 6 mm & downgauge aggregate in the proportion of 1: 1 shall be permitted if recommended by the manufacturer. This shall however not alter the quoted rate. Note 3) Measurement shall be recorded as area of finished exposed surface as stipulated or actual whichever is less. |
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