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Rubber Removal Paint Removal , Agra - Tender Details
Explore tender information for Rubber Removal Paint Removal in Agra, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Agra, Uttar Pradesh, India
NTID 38910059
Opening Date : Tue 28th January, 2025- Closing Date : Fri 24th January, 2025
- ₹ 4800000.00
- NTID 38910059
Rubber Removal, Paint Removal, Pme In Patches, Repainting And Crack Filling To Runway / Links Under Ge (af) Tech Area Agra
Key Values: Document Cost: 500.00 | EMD: 96000.00 | Estimated Cost: 4800000.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
96000.00 -
Document Cost
500.00 -
Estimated Cost
4800000.00
BOQ Items Total Items : 11 | Total Qty : 56805
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for repair to existing surface pavement of concrete by cutting inverted trapezoidal section in regular shapes by diamond cutters and chiselling, removing loose concrete, cleaning with compressed air & washing with chemical water solution, priming epoxy resin primer at the rate of 0.34 Kg/Sqm applied by sprayer or brush and making good with epoxy mortar including disposal of rubbish to adistance exc 250 m but not exceeding 500 m etc complete all as specified & directed. Note:- The washing agent shall be 15% diluted hydrochloride, epoxy resin primer of NITOPRIME 25 brand of M/s FOSROCK industries and epoxy mortar shall be NITOMORTORS brand of M/s FOSROCK industries or equivalent as approved by GE. | 350.00 | 100 Cubic cm |
| 2 | M &L for racking out joints of concrete runway upto a depth at 25mm, saw cutting the vertical sides of joints for making edges of joints straight upto the possible extent by keeping maximum width of joint 26 to 35mm, including cleaning all loose particles/dust from the joints by using brushes, and with the help of air compressor and removing away the existing sealing compound and all other loose materials inside of AF Station where directed including, fixing masking tape along either side of the joints, placing back up sheet 10 to 12 mm thick of dia 25% more than width of joints/backup rod/de-bonding strip (thickness 10 to 12mm) in position and filled with polyurethane based sealing compound (pitch free) ISI marked single compound having 3mm recess from top of joint after applying suitable primer as per manufacturer's instructions and removing masking tape, complete all as per manufacturer's instructions and directed by Engineer-in-Charge. Note :- PU to be mixed and filled by only OEM. | 500.00 | RM |
| 3 | M &L for racking out joints of concrete runway upto a depth at 25mm, saw cutting the vertical sides of joints for making edges of joints straight upto the possible extent by keeping maximum width of joint 10 to 25mm, including cleaning all loose particles/dust from the joints by using brushes, and with the help of air compressor and removing away the existing sealing compound and all other loose materials inside of AF Station where directed including, fixing masking tape along either side of the joints, placing back up sheet 10 to 12 mm thick of dia 25% more than width of joints/backup rod/de-bonding strip (thickness 10 to 12mm) in position and filled with polyurethane based sealing compound (pitch free) ISI marked single compound having 3mm recess from top of joint after applying suitable primer as per manufacturer's instructions and removing masking tape, complete all as per manufacturer's instructions and directed by Engineer-in-Charge. Note :- PU to be mixed and filled by only OEM. | 600.00 | RM |
| 4 | M&L for racking out Asphalt Concrete joints upto a depth of 20 mm, saw cutting the vertical sides of joints for making edges of joints straight upto the possible extent by keeping maximum width of joint 6 to 10 mm, cleaning all loose particle / dust from the joints by using brushes, compressed air, blowers ,glass paper etc including fixing masking tape along either side of the joints, filling sand up to 10 to 12 mm thick and filled with X-Seal Traffic Loop manufactured by X-Calibur Emirates LLC as per Manufacturers methodology having 3 mm recess from top of joint and removing masking tap, complete all as per manufacturer's instructions and directed at site. Note:- X-Seal Traffic Loop to be mixed and filled only by OEM | 2700.00 | RM |
| 5 | M&L for preparing of old black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with using air blowers to remove all loose dirt, rubber deposits complete and applying Polymer Modified Emulsion (PME) by using spraying machine having penetration value 10-20 mm and initial setting time of 4-5 hours, but not more than 8 hours. First coat with 0.6 Ltr (undiluted) PME diluted in 0.6 Ltr water, to be applied uniformally on each 1.0 Sqm area, mixed with mechanical filler as recommended by manufacturer of PME and ensure uniform finish of PME on flexible surface with mechanical application through spraying machine and using specially designed mopper for mopping the surface, complete all as per manufacturer's instructions and complete all as directed. MAKE : M/s Ooms Polymer Modified Bitumen Pvt Ltd / M/s Hindustan Colas Pvt. ltd( HINMAT PLUS-PME) / M/s L N Petro Chem Private Limited ( EMULCOTE) Notes :- The tenderer shall take into consideration for the following points while quoting his rate for this item and his quoted rates shall be deemed to be included the following:- (a) The work shall be carried out through authorized and qualified applicators of the manufacturer. (b) Friction parameters shall be between 0.35 to 0.60 after application of PME. (c) Contractor will make necessary arrangements for procurement of Portable Skid Resistance Tester (PSTR) and carry out necessary testing as directed without any extra cost to the department. | 23000.00 | Sqm |
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