Items - Internal and External painting with Structural Repairs of Engineering Halls and other Hill side Buildings including other Miscellaneous works at North site, BARC, Trombay,Mumbai for year -2025-2027
| 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: Internal and External painting with Structural Repairs of Engineering Halls and other Hill side Buildings including other Miscellaneous works at North site, BARC, Trombay, Mumbai for year -2025-2027. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| TENDER NOTICE No. : BARC/CED/ET/21/2025-2026 DATE 05/08/2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 | 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 | 1,000.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 2 | 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 | 10,000.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 3 | Providing, applying wall painting two coats with Lustur 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 | 1,000.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 4 | 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 | 10,000.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 5 | Providing and painting walls with (Two coats) of approved shade of high build protective, elastomeric water proof exterior grade paint of approved make of required shade, minimum dry film thickness of 250 microns achieved in two or more coats / as per manufacturer's specifications including preparation of the surfaces by scrapping / wire brush, scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2 and 2 coats of finishing coat without water all as directed by Engineer-in-charge. | 11,000.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 6 | 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 elevation area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding. | 11,000.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 7 | 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. | 2,000.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 8 | 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. | 500.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 9 | 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. | 1,500.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 10 | 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 consistency 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 | 3,000.00 | Litre | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 11 | Repairs to the RCC structural members of concrete surface / RCC brackets with form finish, concrete finish with Super Fluid Micro Concrete general purpose approved grout powder using SBR Latex based bonding agent having the following technical parameters:Appearance : White (Milky) Liquid Density : 1.01 ± 0.02 kg/ litre pH Value : 7.5 to 9.5 Solid content % : 44 ± 1 Pot Life of mixed material with cement (1 : 1.5) : Minimum 2 hours Bond Strength (ASTM C882) : > 3.5 N/sq. mm Water Permeability of waterproofing coating @ 5bar (EN 12390-8) : NIL Colour of Cured Film : Grey Adhesion on Concrete as per ASTM D 7234 : > 0.5 N/sq. mmResistance to water penetration (DIN 1048) : Passed with no water penetration Compressive Strength (ASTM C109) – 28 days (OPC – 50 kg, Graded, Washed & Dry Sand – 150 kg, Water – 10 litre, RBR - 10 litre) : > 20 N/sq. mmFlexural Strength (ASTM C348), 28 days (OPC – 50 Kg, Graded, Washed & Dry Sand – 150 Kg, Water – 10 litre, RBR – 10 litre) : 4 N/sq. mm This item includes the operations of breaking cracked /spalled concrete members along the cracks and taking down the debris to ground level and stacking/disposing of debris within a lead of 50 m as directed, exposing and cleaning the reinforcement bars thoroughly by tapping wire brushing emery papering and finally by chemicals such as acetone or eqvt. and brushing subsequently and applying a protective coat of polymer and cement mixed in the ratio of 1:1.5 (1 polymer:1.5 cement) by volume to the reinforcement bars and casting /grouting with Super Fluid Micro Concrete in the proportion of grout powder and aggregates of quartz/granite rounded chips of size 6 mm down graded or equivalent in the ratio of 1powder: 0.50 aggregate by weight including centering and leaktight shuttering form work using plywood board and removal of the same after grouting, curing etc. complete all as per specification and as directed by the Engineer-In-Charge. Note: (1) Mode of measurement shall be in Kg. of SFMC powder consumed only. (2) SFMC powder will be supplied by the Contractor. (3) The quoted rate shall include the cost for providing protective coat to reinforcement and bond coat over adjacent concrete surface. | 5,000.00 | Kg | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 12 | Applying two coats of Clear Synthetic Varnish of approved make and tint to obtain finish as required to stone masonry, including sand papering, cleaning with 10% of hydrochloric acid filling of holes, filling cracks & crevices with putty, cost of all materials and labour etc. all complete as per drawings, specifications & as directed by the Enginer-In-Charge. | 1,500.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 13 | Providing and Painting two coats of synthetic enamel paint on Steel Surfaces of approved brand and manufacturer to give an even shade without primer coat, including preparation of the surfaces, scaffolding complete as per specifications and as directed by the Engineer-in-charge. | 2,500.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 14 | Providing and applying French spirit polishing for wooden surfaces with two coats on new works including a coat of wood filler to form a uniform neat finish as directed by the Engineer -in-charge and / or as per the specifications complete as directed by the Engieer-in-charge. | 300.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 15 | Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. | 5.00 | CuM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 16 | 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 | 1,500.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 17 | Providing , applying one coat of acrylic based textured plaster of approved make with the finish as directed with average thickness of 2.50 mm and finished with 2 coats of high performance coating of approved shade including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-in-charge. | 500.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 18 | Providing supplying and sealing 25 mm wide expansion joints with Gungrade Polysulphide sealant suitable for RCC Construction Joints of approved make by removing the expansion joint board up to 25 mm deep and cleaning the surface neatly and filling Gungrade sealant up to 25 mm deep to the lines and levels complete all as per manufacturer's specifications and as directed by the Engineer-in-charge. | 100.00 | RM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 19 | Providing supplying and sealing 50 mm wide expansion joints with Gungrade Polysulphide sealant suitable for RCC Construction Joints of approved make by removing the expansion joint board up to 25 mm deep and cleaning the surface neatly and filling Gungrade sealant up to 25 mm deep to the lines and levels complete all as per manufacturer's specifications and as directed by the Engineer-in-charge. | 100.00 | RM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 20 | Providing and fixing in position 1.0 mm thick Stainless steel grade 304 plate as per design for 200 mm Wide expansion joints | 100.00 | RM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 21 | Filling the expansion joints grooves tightly with polyurethane backer rod / sheets, complete all as per specifications and as directed at site by the Engineer-in-charge. | 100.00 | RM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||||
| 22 | Providing , centering ,shuttering Form work for Super Structure at all levels using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge. | 100.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 23 | Providing light Non-AC four wheeler vehicle of minimum five seaters capacity on hiring basis, including Driver, for the use of CED, BARC for 6 days a week, for carrying out day-to day official movement inside and outside BARC, Mumbai as directed by the Engineer-in-Charge. (10 Hrs. a day or 80 km max as per certification of Engineer-in-Charge). Conditions: 1. The make and model of the vehicle should be less than 5 Years old, roadworthy with all valid documents. 2. The Reporting time at the place of duty / as instructed by EIC shall be considered for the billing / measurement / payment. 3. In case the vehicle is parked inside BARC premises then the reporting time of the driver to EIC shall be considered for the billing/ measurement/ payment. 4. Break Down Hours as per actuals and Lunch break (30 min.) timings shall not be onsidered for payment. 5. Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills 6. BARC being a restricted place, the driver should have good credentials and shall have valid Police Verification / Clearance Certificate (PVC), driving license and address proof. They should be in a position to understand Hindi / English / local language. 7. The cost of POL, maintenance of vehicle including replacement of parts, fuel, etc., wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by contractor and BARC shall have no liability towards usage of the vehicle. 8. The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically and always with brand new tyres and not retreated ones. 9. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision is final and binding as regards suitability of that particular vehicle. 10. The vehicle should be with a board "ON GOVERNMENT OF INDIA DUTY" and should preferably be in White Colour. 11.The cost of POL, maintenance and servicing of 'vehicle including replacement of parts, payment to the driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability on these accounts. 12. The driver of the vehicle shall maintain Log book supplied by BARC and is required to obtain the signature of the user whenever the vehicle is used. 13.You are required to deploy same vehicle on day-to-day basis. 14. No revision of price shall be entertained during the period of contract. 15. In the event of breakdown of vehicle , alternative vehicle should be provided immediately .In case of failure to provide alternative vehicle within 2 hours, the department would hire a vehicle on daily basis and the expenditure would be debited to your account besides imposing penalty of Rs. 500/- per day. 16. In case of absence of vehicle even for a day , proportionate payment towards a day will be deducted from monthly bill besides imposing a penalty of Rs. 500/-per day. 17. The charges for Extra KMS over and above 80 KMS per day Is fixed to Rs. 7.00 ( Rupees Seven only ) per KM. 18. Hours more / less than 10 Hrs. a day will be paid / deducted on pro-rata basis. 19. The Contractor should have one spare driver having valid PVC for replacement in case of emergency, sickness etc. of the regular Drivers. 20. The rates are inclusive of all taxes if any, excluding Goods & Service taxes (GST). | 470.00 | Per Day | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 24 | Supply of skilled manpower for carrying out various carpentry maintenance works with necessary tools such as chiesel, hammer, wood planner, screw driver, wood saw, tape etc to attend wooden and aluminium carpentry maintenance work and also seasonable departmental work, allotted by the Engineer-in-charge on daily basis. Note: (1) Carpentry tool kit shall be arranged by contractor at his own cost. (2) The contractor shall deploy carpenter for each job for 8 hours and 30 minutes per day with 30 minutes of break, in general (Ist / II nd) or on Round the clock shift whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. | 940.00 | Per Day | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 25 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge | 5.00 | CuM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 26 | STRUCTURAL REPAIRS WORKS WITH PRE-PACKED DUAL SHRINKAGE CONTROLLED (volume stable in wet & hardened state), single-component ready-to-use, structural grade high build, alkali-resistant, fibre reinforced, thixotropic polymer modified repair mortar having excellent bond strength to old damaged concrete structures / surfaces by the following process: 1) Removal of loose/spalled or damaged concrete by chipping and cleaning the concrete surface to open up to 20mm behind the reinforcement steel with wire brush and with clean water including removal of dirt, paint, wax, oil, grease, laitance, foreign substances, etc. Mechanically profile and prepare concrete surfaces by abrasive blasting, water jetting or other engineer approved methods. 2) Cleaning the rebars with Acetone for complete rust removal and washing with water to make the surface clean. Ensure that the concrete substrate and ambient temperatures are between (10°C and 35°C) before application. 3) Applying protective coat / bond coat using Styrene Butadiene Rubber (SBR) polymer and cement in the proportion of 1: 1 (1 part of polymer : 1 parts of cement). 4) Mixing full 25 Kg bag with clean potable water in water to product ratio of 0.12 to 0.18), mixed by heavy-duty slow speed (300 to 600 rpm) drill with spiral mixing paddle or forced action pan mixer pan for 3 minutes to achieve uniform lump free mortar consistency. 5) Applying polymer modified mortar with trowel & float. The polymer modified mortar shall have the following properties/technical parameters: (A) Properties / technical parameters of pre-packed Polymer Modified Mortar: i) Compressive strength 1 day: Min. 20 MPa (as per BS:6319 : Part 2) ii) Compressive strength 7 days: Min. 35 MPa (as per BS:6319 : Part 2) iii) Compressive strength 28 days: Min. 45 MPa (as per BS:6319 : Part 2) iv) Flexural strength in 28 days: Min. 7 Mpa (as per BS:6319 : Part 3) v) Tensile strength in 28 days: Min. 2.5 MPa (as per BS:6319 : Part 7) vi) Bond strength: Min. 5 MPa (as per ASTM : C881) vii) Water permeability: less than 1% (as per ASTM : C881) viii) Drying shrinkage in 28 days: less than 1000 microstrain (as per ASTM C 157-93) ix) Potential Alkali Reactivity - : <0.1% Expansion % (ASTM C1260) (B) Properties / technical parameters of SBR polymer bond coat material: i) Meets the requirements of BS 6319 part 2:1983 & ASTM C 190-85 standards ii) Total solids % by mass at 105°C: 38 + 1 iii) pH value: 7.5 to 9.5 iv) Specific gravity at 27.5°C: 1 to 1.05 v) Coverage: 4.2 - 4.5 sq.m/kg per coat. Notes:- (a)Placing and finishing the same with trowel / hand packing carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, columns, etc. (b) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per process no. (3) mentioned above in the BOQ item, to be applied and further thickness of repair to be continued for each layer. (c) The surface preparation & method of application shall be as per manufacturer's technical data sheet. (d) The double tubular steel scaffolding will be paid separately in relevant item. (e) Sampling and testing of cube specimen for compressive strength test shall be as per BS 6319 - Part-2.Other tests mentioned above shall be carried out if required as per the direction of the EIC and the cost of which shall be deemed to be included in the quoted rate (f) For each batch of mortar mixed, following records, i.e Quantity of mortar (kg) mixed, Amount of water added to the mix, Location of application and the area covered.(g) Payment will be paid on the basis of actual consumption of PMM & Reinforcement will be paid in the relevant item. (h) Safety Precuations:- Use wear tight-fitting, dust-resistant, chemical splash goggles and dust respirator, if airborne dust is generated, wear protective rubber hand gloves, wear appropriate clothing to prevent any possibility of skin contact. The above item of work is inclusive of all materials, labour, machinery, tools & tackels, consumables, trasportation, loading & unloading, safety PPEs etc. all complete as directed by Engineer-in charge at site using approved pre-packed polymer modified mortar suitable for structural repair works. | 10,000.00 | Kg | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 27 | Providing and fixing construction safety net of HDPE green Braided Knotted net of 5mm thickness with mesh size of 75 mm x 75 mm square, with inner lay mesh of Delux Mono Knitted net. Border &Tie cord rope shall be of 10 mm Polypropflene (PP) rope. The safety net to be made as per the size required at site. Note : The quoted rate shall include all the materials , labour , ropes required for tieing / fixing at site etc .complete all as directed by the Engineer in Charge. | 500.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 28 | 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. Notes : (1) Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. (2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (3) Edges of plates shall be grinded to uniform smooth finish. (4) Full length welding shall be carried out as directed by the EIC. (5)All test reports to be provided along with the supply of the materials. | Excess(+) | 1 | Full Conversion | INR | |||||||||||||||||||||||||||||||||||||||||||||||||
| 28.1 | Up to and including 300 mm Joists, 350 mm channels, and below sections using materials conforming to IS 2062. | 0.50 | MT | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 29 | Providing and fixing wedge type expansive Anchor fastner 12 mm dia and 145 mm long including cost of all materials,drilling charges, hirecharges for drilling machines and Labour charges etc complete all as directed by the Engineer in Charge. | 60.00 | Nos | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 30 | Providing, Supplying, Placing and tieing/ fixing Polypropflene (PP) rope of 12 mm dia conforming IS:5175. PP rope to be placed as intermediate horizondal supports and from roof beams. Note : The quoted rate shall include material cost, tieing the ends with proper material & method, labour charges etc. all as directed by the Engineer in Charge. | 200.00 | M | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 31 | Providing, Supplying, Placing, edge protection and tieing G.I. wire rope of 8 mm dia having minimum 0.221 kgs/ metre. Note : The quoted rate shall include material cost, making rope slings wherever required , rope clamps, bolt & nuts for fixing wire ropes, labour charges etc. complete all as directed by the Engineer in Charge. | 200.00 | M | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 32 | Roughening thoroughly entire surface area of the water tank walls etc. and removal of damaged / spalled Epoxy carefully up to the bare surface using sanders / electrically operated angle grinders / wire brushes etc complete and drying the surface by hot air blower near damp areas if required complete all as per specifications, drawings and as directed by the Engineer in charge. | 300.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 33 | Applying one coat of bonding coat to water tank walls surfaces / protective coats to water tank walls consisting of Medium-viscosity, unmodified epoxy resin based on bisphenol-A With formulated polyaminoamine adduct used as a low viscosity curing agent developed specifically for highly humid or wet application areas, in the ratio 100:60 pbw by brush and sprinkling of Quartz Sand when the coat is tacky etc complete all as per specifications, drawings and as directed by the Engineer in charge. | 300.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 34 | Applying one coat of primer coat between Two epoxy mortar layers consisting of diluent of low-viscosity, crystallization-resistant epoxy resin based on bisphenol-A modified with a reactive diluent with medium viscosity Polyamidoamine (Polyamide) with in the ratio 100:50 pbw by brush etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Note: Measurement shall be made for each application required. | 300.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 35 | Preparing Epoxy repair mortar by using Medium-viscosity, unmodified epoxy resin based on bisphenol-A: medium viscosity Polyamidoamine (Polyamide): Quartz Sand no 10. in the ratio 100:50:800/900 pbw as per manufactures recommendations, applying this mortar on Water tank wall in 3 mm etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Note: Surface Preparation & bond coat will be paid under relevant items as above. | 300.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 36 | Preparing epoxy repair mortar by using Medium-viscosity, unmodified epoxy resin based on bisphenol-A : Medium viscosity Polyamidoamine (Polyamide) : Quartz Sand No. 10 in the ratio 100:50:800/900 pbw as per manufactures recommendations, applying this mortar on damaged surfaces in 5 mm thick layers so as to mend the damaged surfaces to the required thickness etc. complete. Note: (1) Area of each coat of 5 mm thick mortar shall be measured for payment. (2) Priming coat as per Item no. 34 shall be applied after each layer of 5 mm mortar. (3) Surface Preparation & primer coat will be paid under relevant items as above. | 300.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 37 | Providing and applying one coat Epoxy putty with Medium-viscosity, unmodified epoxy resin based on bisphenol-A : Cycloaliphatic amine-based curing and hardening agent: Silica Flour in the ratio of 100:40:200-300 pbw including one layer Glass cloth 100-110 GSM Epoxy compatible. Glass cloth fully impregnated with epoxy resin: hardening agent, in ratio of 100: 40 pbw complete all as per specifications, drawings and as directed by the Engineer in charge. | 300.00 | SqM | Excess(+) | 1 | Full Conversion | INR | - | - | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 38 | Applying 2 coats of sealer coats using Medium-viscosity, unmodified epoxy resin based on bisphenol-A: Cycloaliphatic amine-based curing and hardening agent: Silica Flour: Flow Control Agent in the ratio of 100:40:20:5 pbw by brush to have even surface etc. complete all as per specifications, drawings and as directed by the Engineer in charge. | 300.00 | SqM | 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 |
Andaman & Nicobar Tenders |Andhra Pradesh Tenders |Arunachal Pradesh Tenders |Assam Tenders |Bihar Tenders |Chandigarh Tenders |Chhattisgarh Tenders |Dadra & Nagar Haveli Tenders |Daman & Diu Tenders |Delhi Tenders |Goa Tenders |Gujarat Tenders |Haryana Tenders |Himachal Pradesh Tenders |Jammu & Kashmir Tenders |Jharkhand Tenders |Karnataka Tenders |Kerala Tenders |Ladakh Tenders |Lakshadweep Tenders |Madhya Pradesh Tenders |Maharashtra Tenders |Manipur Tenders |Meghalaya Tenders |Mizoram Tenders |Nagaland Tenders |Odisha Tenders |Pondicherry Tenders |Punjab Tenders |Rajasthan Tenders |Sikkim Tenders |Tamil Nadu Tenders |Telangana Tenders |Tripura Tenders |Uttarakhand Tenders |Uttar Pradesh Tenders |West Bengal Tenders |