Items - Waterproofing, replacement of existing windows and miscellaneous maintenance civil works for GCTL building and other sea side buildings of BARC, Trombay, Mumbai
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Premium (+), Rebate (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Government of India, Bhabha Atomic Research Centre, Civil Engineering Division, North Site, Trombay, Mumbai – 400 085 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Waterproofing, replacement of existing windows and miscellaneous maintenance civil works for GCTL building and other sea side buildings of BARC, Trombay, Mumbai. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: BARC/CED/ET/22/2025-2026 Dated 07/08/2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| FINANCIAL BID (SCHEDULE 'B') (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) NOTE:- 1. The tentative/suggested makes have been specified in the tender document based on requirements of BARC, desired performance, detailed study of the technical parameters, manufacturing process, quality assurance/control & testing. The list is merely for guidance purpose. However, the bidder(s) can prefer any other make(s) which is/are meeting technical specifications given under Section-V, the Schedule of Quantities (Schedule 'B') given under Section-VIII of A&CED Tender Documents in BARC website and shall conform to the technical parameters/performance of the tentative/suggested makes and/ or shall conform to the relevant BIS codes or other relevant codes. In case of non-approved make(s), the bidder(s) shall suggest such equivalent / alternate make / brand, meeting above-mentioned technical parameters, during pre-bid stage and before submission of bid(s). 2. Rates to be quoted by the bidders should be inclusive of all taxes, duties, CESS, fee, royalty charges etc. levied under any statute but exclusive of GST for all the items. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate in Rs. P | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | RATE In Figures To be entered by the Bidder in Rs. P (Excluding GST) | Excise Duty | VAT | Freight Charges ( Unloading & Stacking) | Any Other Taxes/Duties/Levies | Other Taxes 2 | IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax | Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category | TOTAL AMOUNT Without Taxes in Rs. P | TOTAL AMOUNT (Excluding GST) | TOTAL AMOUNT In Words (Excluding GST) | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 53 | 54 | 55 |
| 1 | Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead. | 300 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 2 | Dismantling Aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-charge. | 200 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3 | Dismantling doors, windows and clear storey openings (steel / wood) shutter , of area 3.00 Sq.M and below, including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows). | 25 | Nos | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 4 | Providing and repairing to internal plaster in cement mortar 1:4 (using manufactured sand) of thickness 12 mm to 20 mm in patches of area up to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls, including disposal of rubbish to the dumping ground within 50 metres lead. | 100 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 5 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge. Note- Scaffolding is included in item and no extra payment. | 100 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 6 | Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge | 100 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 7 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (Only area of the chicken mesh used alone will be measured) | 10 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 8 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 8.1 | Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor shall confirm to IS 1786. | 0.1 | MT | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 9 | Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer) 5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used). Note: Scaffolding will be paid separately under relevant item | 1000 | Litre | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 10 | Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding. | 500 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 11 | Providing and fixing lay in false ceiling 600 x 600 mm unperforated corrosion resistant Aluminium magnesium alloy metal panel fixed in 24 mm 'T' frame work of module 600 x 600 mm. Panels shall be manufactured of size 575 mm x 575 mm of approved colour in 0.70 mm thick Aluminium alloy 3105 with square edges Tiles to be stove enamelled on a continuous application for pre-treatment. The coils to be go through 4 stages of pre treatment three times of oven baked through conversion coating, priming and finish coat ensuring superior adhesion, high corrosion resistance and good colour stability.The coils to be painted on both sides after degreasing. inside surface to have a primer of 5 microns and a coat of natural colour of 5 microns, exposed surface to have a primer of 5 microns, binder of 5 microns and a top coat of approved colour 15 microns. Grid system for fixing ceiling tiles shall comprise of tees. The 24mm main tee runers shall be suspended at an interval of 1200mm centre to centre. The 24mm cross tee runner shall be suspended at an interval of 600mm centre to centre and further supported with 24mm cross tee with inter locking arrangements to form a Grid of 600mm x 600m. The main tee shall be supported by means of 4mm G.I.rod from slab / roof. The suspension shall be provided at 1200 to 1500mm centre to centre.provision for lights, diffusers etc. to be made including extra supports wherever necessary. Measurements shall be as per actual area of false ceiling with out deductions for lights and diffusers. | 150 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 12 | Providing and fixing Minimum 15 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Jet Black colour for kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete at all levels Note- Laying in windows/other places, backing coat plaster is included in item. | 70 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 13 | Providing and fixing 1 hour fire rated metal framed partions of non load bearing type (98mm overall thickness) using floor / ceiling channels of 50 x 32 x 32 x 0.55 mm size at top & bottom perimeter of the partition and studs of 48 x 50 x 48 x 0.55 mm vertically at maximum of 610 mm centre to centre and bracing members of 45 x 15 x 15 x 0.90 mm at horizondal at all board joints with 12 mm thick calcium silicate board of approved equivalent quality or product meeting technical specifications on both sides with self drilling screws to metal frame at 200 mm C/C over fillet of 12 mm metal frames & studs . All cavities in the partition shall be filled with mineral wool of 50 mm thick of densisty 48 Kg / Cu.M. All joints shall be filled & finished with jointing compound of of approved equivalent quality or product meeting technical specifications and 48 mm wide fibre tape to get seamless finish. A coat of cement primer, putty and finished with 2 coats of acrylic emulsion paint of approved make, complete all as per the drawings / fabrication drawings and as per manufacturer's specification and as directed at site by the Engineer-in-charge. | 20 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 14 | Providing and fixing anodized aluminium work for doors, windows, ventilators, and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately) 'Note : 1. Payment will be made on the basis of weight of aluminium members /sections fabricated and actually installed in position without extra allowance for wastage. No extra payment will be made for all non aluminium consumable items like screws, gasket, weather strips, PVC / neoprene lining and butt hinges, tower bolts, etc. 2. All fittings shall be of matching colour anodised aluminium sections. 3. The aluminium sections shall be smooth, rust free, mitred and jointed mechanically wherever required including cleat angles at no extra cost. 4. In Aluminium door, 4mm bar should be concealed for strengthing. 5. Payment of aluminium will be made after checking of anodising thickness. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 14.1 | Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) | 2000 | Kg | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 14.2 | Extra for colour anodizing | 2000 | Kg | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 15 | Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 15.1 | With clear float glass panes of 5.00 mm thickness | 20 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 15.2 | With clear float glass panes of 6.00 mm thickness | 50 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 16 | Providing and fixing 4 Lever Mortice Lock, of approved equivalent quality or product meeting technical parameters suitable for aluminium sections | 5 | Each | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 17 | Providing and fixing approved quality and shape star locks cum handle of approved make for sliding shutters | 30 | PAIR | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 18 | Providing and fixing approved quality stain less steel body roller wheels of approved make for sliding shutters | 85 | PAIR | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 19 | Providing and fixing double action hydraulic floor spring of approved equivalent quality or product meeting technical parameters (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S pivot and single piece of M.S sheet outer box with slide plate etc. complete as per directions of Engineer-in-charge with brass cover plate | 15 | Nos | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 20 | Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge. | 10 | Nos | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 21 | Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required colour or shade with necessary screws etc. complete. | 20 | Nos | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 22 | Providing and fixing aluminium handles 175 mm long Inner grip 125 mm with 12 mm dia rod plate type BOW handles ISI marked of approved make, anodised transparent or dyed to required colour or shade with necessary screws etc. complete. | 20 | Nos | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 23 | Removing the damaged PVC Flooring carefully including removing the resins sticking on the floor, cleaning the floor carefully stacking the serviceable materials at places shown and disposing the unserviceable materials within 50 m lead at places shown complete as directed by the Engineer-in-charge. | 500 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 24 | Providing and Fixing Homogeneous 2.00 mm thick PVC sheet / tile in flooring and skirting of approved make in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacturer including, levelling small undulations with plaster of paris if required , rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade. | 600 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 25 | Providng and fixing Aluminium Grill 10 mm thick in natural Silver anodising of min 15 Microns with a opening size of 80 mm x 66 mm and Minimum weight of 3.13 Kg/ Sq.M including providing and fixing Suitable 'F' / 'H' section outer frame and mullion fixing with screws complete all as per specifications and as directed at site by the Engineer-in-Charge. Aluminium alloy shall be of 6063-T6 with Yield strength of minimum 6.5 kg/ sq.mm. | 30 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 26 | Extra for providing Aluminium Grill 10 mm thick with colour anodised by the manufacturer (Champagne, black, Bronze, Gold colours) complete all as per specifications and as directed at site by the Engineer-in-charge | 30 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 27 | Providing and applying one coat of cement primer of approved brand on wall surface to receive specified paint including scaffolding complete all as per specifications and as directed by Engineer-in-charge | 700 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 28 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge | 700 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 29 | Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a coat of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge Note : for items where internal painting is to be carried out in occupied areas may involve restricted working condition viz. taking up painting work according to users convenience & as and when areas are made available, shifting / covering of furniture, equipment and cleaning after painting etc. This note is valid for all painting works like lustre, enamel etc.. Scaffolding is included in all painting items irrespective of height. | 1000 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 30 | Providing, applying wall painting two coats with Lustre paint of approved brand to give an even shade over a coat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. | 1600 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 31 | Providing and painting TWO coats of synthetic enamel paint on new wooden surfaces of approved brand and manufacturer of required colour to give an even shade over an under coat of suitable shade primer of approved brand and manufacturer including preparation of the surfaces, scaffolding complete as per specifications and as directed by the Engineer-in-charge | 50 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 32 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge | 200 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 33 | Providing and Painting Old walls (TWO coats) applied @1.43 ltr / 10 sqm over existing cement paint surface on Plain / Sand face plaster & Concrete surfaces with Premium Acrylic Smooth exterior paint of approved equivalent quality or product meeting technical specifications, of required shade, including preparation of the surfaces, scaffolding complete as per specifications and as directed by the Project Engineer. Note : 100% Acrylic smooth emulsion with silicon additives. | 200 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 34 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make, shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mm as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. | 25 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 35 | Supplying man power alongwith necessary pans, spades, shovels, pickaxis, punjas, ropes, small specials spade, rain coat, safety shoes etc minimum two number of labour per day upto maximum any number of labours as and when decided by Project Engineer to work for eight hours per day. | 70 | Mandays | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 36 | Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Technician having minimum SSC or Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of less than one year duration from ITI/Government Recognised Vocational Training Institute. (2)Deployment: The contractor shall deploy one Technician for each job for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the technician will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) The Technician should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Technician will report to BARC Engineer/ EIC. (6) The minimum notice period before change of technician is 1 (One) month; failing which a compensation, for not providing technical support, of Rs. 1196/- per day of shortfall in notice period will be levied on the contractor. | 390 | Job | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 37 | Providing and injecting approved non shrink cementitious grout in proportion recommended by the manufacturer into cracks/holes/gaps /honey comb area of concrete/masonry by suitable gun/pump as required pressure including providing and cutting of nipples after curing etc complete as per direction of Engineer In Charge. | 150 | Kg | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 38 | Removing bitumen based waterproofing treatment from terrace chajjas, parapets etc, and disposal within 50m. Note : (1) All surfaces shall be made free from gross irregularities, loose, unsound or foreign material such as dirt,water, grease, oil, release agents, lacquers, or any other condition that would be detrimental to adhesion of the primer and membrane. This requires careful preparation of existing horizontal and vertical substrates; cracks are filled, expansion joints,flashings(if any) are prepared. Substrates and penetrations shall be prepared to rigorous industry standards, and may require scarifying, sandblasting or grinding in some cases to achieve a suitable substrate and the cost of the above work shall be deemed to be included in the quoted rate. (2) Removal of any other membrane type waterproofing will also be measured and paid under this item. | 1400 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 39 | Providing Second Skin on the terrace using Polyester - Resin based waterproofing system with special non woven polyester fleece minimum 165 GSM as a reinforcement for arresting Water Penetration in the Building as described below:- Providing and applying (Pre Measured Packed) 2 components solvent free, highly penetrative, excellent adhesion property nearly to all substrates, Epoxy Based Primer on the clean and grinded surface. The substrate must be dry (in concrete, the residual moisture in the upper 2 cm must be < 5 %), sound and free from any material that would hinder adhesion. Mix component A (Blue component) into component B ( Yellowish component) thoroughly in propotion 1 : 0.43 by weight with the help stirring stick. The mixture should be a uniform colour, free from streaks. Apply the primer evenly with roller and immediately lightly sprinkle silica sand (0.4 – 0.8mm) at the rate of minimum 100 grams/SqM over the wet primer. The primer should be completely dry for further application of liquid applied polyester resin based membrane. The Consumption depending on the nature and condition of the substrate for priming ~ 300 – 500 gm/SqM including cost of material, labour, tools & plants etc. complete. Providing and Applying (Pre Measured Pack) 3 components cold liquid applied waterproofing system based on Unsaturated Polyester Resin and special needle punched non woven, system compatible polyester fleece of minimum 165 GSM as reinforcement. The cold liquid applied reinforced system is highly crack bridging, UV stable, immediate rain proof. Add Catalyst powder to Polyester resin and mix thoroughly if atmospheric temp exceeds 25 Degree Centigrade then add inhibitor and mix thoroughly until no streaks are visible. Applying Approx. 2/3 of the waterproofing mix material to the substrate uniformly and Fleece is rolled with roller, removing air bubbles and allowing overlap of 5cm. The remaining 1/3 of the waterproofing mix material is poured onto the surface until complete saturation is achieved. The total system of waterproofing for material and components shall be from single manufacturer. The system is totally wet on wet and no time lag should be kept during the total laying of the system. The minimum consumption of the material shall depend on the nature and condition of the substrate @ 2.6 – 3.3 Kg/SqM. The rate shall including cost of material, labour, tools & plants etc. complete. The tensile strength of the complete system/ membrane shall be minimum 6.25 N/Sqmm and Elongation with fleece reinforcement shall be minimum 74 % . The Tear Resistance of the membrane shall be minimum 32 N/Sqmm and adhesive strength shall be minimum 2.5 N/Sqmm etc. Note : (1) It is deemed that the Contractor has visited the site and has fully understood the site conditions.The Contractor shall provide 10 years Performance guarantee for the complete waterproofing work. (2)The above work shall comply with complete waterproofing system of Single Manufacturer meeting all the technical specifications as per relevant codes and standards, even if the same is not explicitly mentioned in the item description, and complete material components as per manufacturers specifications shall be used in the work.The quoted rate shall be deemed to include the cost of complete system specified by the Single Manufacturer. (3) The work will also include sealing of all pipe inserts/embedded plates,protrusions, flashings with the above Waterproofing system and the cost of the same shall be deemed to be included in the quoted rate. (4)The quoted rate shall include the cost of repairing the unsound portions/cracks with polymer modified mortar/concrete wherever necessary and the cost of the same shall be deemed to be included in the quoted rate. (5) Mode of Measurement: Net area which is covered by the complete system shall be measured for payment. | 1200 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 40 | Providing Second Skin on the Vertical Wall with Highly Flexible, Solvent - Free, Single - Component Polyurethane based Waterproofing Coating having very good SRI Index / UV Stable system for arresting Water Penetration in the Building. Providing and applying (Pre Measured Packed) silver grey coloured 2 components solvent free, odourless, excellent adhesion property Epoxy-based Primer on the clean and grinded surface. The substrate can be slightly moist (in concrete, the moisture must be < 5 %), sound and free from any material that would hinder adhesion. Mix component A into component B in ratio 6:1 by weight thoroughly with stirring stick. The mixture should have uniform colour, free from streaks. Apply the primer evenly with roller. The primer should be completely dry for further application of liquid applied polyurethane based membrane. The Consumption depending on the nature and condition of the substrate for priming ~ 250 – 400 gm/sqm. The rate shall including cost of material, labour, tools & plants etc. complete.Providing and Applying cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system. The cold liquid applied coating is UV stable, Solvent free system. Stir the material before use. Over the prime substrate applying 2 coats of waterproofing mix material with help of roller and brush. Each coat should be applied after the interval of atleast 12 Hrs. The total system of waterproofing for material and components shall be from single manufacturer. The Total Consumption of cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system depending on the nature, porosity and condition of the substrate ~ 0.7 – 0.9 kg/sqm excluding primer. The rate shall including cost of material, labour, tools & plants etc. complete. Note : (1) It is deemed that the Contractor has visited the site and has fully understood the site conditions.The Contractor shall provide 5 years Performance guarantee for the complete waterproofing work. (2)The above work shall comply with complete waterproofing system of Single Manufacturer meeting all the technical specifications as per relevant codes and standards, even if the same is not explicitly mentioned in the item decription, and complete material components as per manufacturers specifications shall be used in the work.The quoted rate shall be deemed to include the cost of complete system specified by the Single Manufacturer. (3) The work will also include sealing of all pipe inserts/embedded plates,protrusions, flashings with the above Waterproofing system and the cost of the same shall be deemed to be included in the quoted rate. (4)The quoted rate shall include the cost of repairing the unsound portions/cracks with polymer modified mortar/plaster/concrete wherever necessary and the cost of the same shall be deemed to be included in the quoted rate. (5) Mode of Measurement: Net area which is covered by the complete system shall be measured for payment. | 200 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 41 | Designing, providing and fixing of 4 mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over-hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification (Aluminium frame work will be paid under reelevant item) Note : ACMP shall be measured to the actual visible area of the ACP sheet including silicon joints as fixed on site | 70 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 42 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Up to and including 300 mm Joists, 350 mm channels, and below sections Using materials of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2) 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. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. | 0.3 | MT | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 43 | Providing and fixing of stud anchors including drilling in concrete as per requirement for fixing Eps or other structure all as specified by the manufacturer complete all as per specifications and drawings and as per Engineer in Charge. Stud Anchor - M 10 x 110mm long | 40 | Nos | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 44 | Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Up to 5 mm depth and 5 mm width. | 100 | M | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 45 | Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) single socketed pipes 110 mm diameter | 40 | M | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 46 | Lead Charges of Debris for lead beyond 2 Km but up to and including 3 km Note: The rates are applicable for NET Quantities arrived at after making deduction for voids @ 30% from corresponding TRUCK Measurement | 140 | CuM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 47 | Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Degree holder with 2 (Two ) years experience/Diploma holder with 5(Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.(3) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT.(4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one engineer exclusively for the particular job.(5) Engineer should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ EIC. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,623/- per day of shortfall in notice period will be levied on the contractor. | 15 | Job | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48 | Carrying out manual miscellaneous carpentry works like minor repairs, fixing departmental fitting & fixures etc. as and when required and as directed by EIC. Note : 1) Carpenter/labour should carry necessary carpentry tools like handsaw, hacksaw,chisels,cutter machine, grinding machine,glass cutters,drilling machine, punch,callipers,mallets,hammers,ladder,screw driver set ,L n Key set etc. and consumables like screws,nails,rawl plugs,adhesives etc., complete required for various carpentry works and cost of which is deemed to be included in the quoted rate. 2)Payment shall be made as per the log book duly approved by EIC. 3) contractor shall arrange necessary PVC for this work. | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| 48.1 | Carpenter with valid PVC for entire contract period | 312 | Mandays | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 48.2 | Helper with valid PVC | 312 | Mandays | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | - | - | INR Zero Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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