“Help Us” to get most relevant tenders
Popular Keyword
ProcXpert
Share Your purchase requirement, Our ProcXpert team will Connect you to right Supplier.
Inquiry Now
Repair To Joint Filling Crac, Jodhpur - Tender Details
Explore tender information for Repair To Joint Filling Crac in Jodhpur, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Jodhpur, Rajasthan, India
NTID 38940149
Opening Date : Wed 12th February, 2025- Closing Date : Wed 5th February, 2025
- ₹ 4000000.00
- NTID 38940149
Repair To Joint Filling / Cracks On Runway / Taxi Tracks / Dispersal And Associate Runway Works At Army Area Nagtalao Under Ge Banar
Key Values: Document Cost: 500.00 | EMD: 80000.00 | Estimated Cost: 4000000.00
Documents
Get Complete Tender Details Now – Download the Document!
Buy This Document-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
80000.00 -
Document Cost
500.00 -
Estimated Cost
4000000.00
BOQ Items Total Items : 30 | Total Qty : 22603.08
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for cleaning the surface with compressed air and making the surface free from dust by using brush and applying one coat of cold polymer Modified bitumen emulsion (PMBE) by using self propelled bitumen emulsion distributor or towed bitumen emulsion pressure sprayer, equipped for spraying the material (binder) uniformly and mopping of diluted liquid in the ratio 1:1 of PMBE and water by weight at the rate of minimum 0.50 Kg of PMBE (ie 1.0 kg of diluted liquid) per sqm in one coat and ensure uniform finish of runway complete all as per manufacturers instructions and complete all as specified and as directed by Engineer in Charge. Note:- No extra amount will be paid to the contractor if excess quantity of PMBE used by the contractor than specified quantity in the item. | 9000.00 | Sqm |
| 2 | M&L for preparation of joints and cracks prior to overlay/surface treatment. Remove all vegetation and debris from cracks to a minimum depth of 25 mm. dusting with air jets, treat the specific area with appropriate crack sealing material prior to application of slurry seal as directed and specified by the Engineer--in-charge. Fill all the cracks 4-6 mm wide, along with soft or sunken spots, indicate that the pavement or the pavement base should be repaired or replaced as stated below. Cracks and joints shall be filled as per latest MORTH specifications with a mixture of slow setting cationic emulsified bitumen type SS-2, water(6-12) %, filler (1-2) %, aggregate and additives(0.5-2.0)%. The quantity of slurry seal shall lies from 8.4 to 9.8 kg/m2 and residual binder content shall lies from 7.5 % to 13.5 % (% by weight of dry aggregate) . The aggregate shall consist of crushed stone dust, clean, sharp, hard, durable and uncoated dry particles and free from soft pieces, organic and other deleterious substances or other material that will cure to form a hard substance complete all as specified and as directed by Engineer in Charge. | 650.00 | RM |
| 3 | The combined gradation shall be as shown in the following table. Gradation Sieve Size Percent Passing 3/8 in (9.5mm) - 1/4 in (6.3mm) 100 No. 4 (4.75 mm) 90-100 No. 8 (2.36 mm) 65-90 No. 16 (1.18 mm) 45-70 No. 30 (600 m) 30-50 No. 50 (300 m) 18-30 No. 100 (150 m) 10-21 No. 200 (75 m) 5-15 | ||
| 4 | Tack coat is required if the surface is extremely hungry and dry all as directed and specified by Engr-in-charge. The proportions of slow setting cationic bitumen emulsion and aggregate shall be determined in the field and may be varied to facilitate construction requirements. Normally, these proportions will be approximately one part slow setting cationic bitumen emulsion to five parts aggregate by volume. The material shall be poured or placed into the joints or cracks and compacted to form a void less mass. The joint or crack shall be filled to within +0 to -1/8 inches (+0 to -3 mm) of the surface. Any material spilled outside the width of the joint shall be removed from the pavement surface prior to constructing the overlay. Where concrete overlays are to be constructed, only the excess joint material on the pavement surface and vegetation in the joints need to be removed complete all as specified and as directed by Engineer in Charge. | ||
| 5 | S&F in repairs Taxiway/Runway Sign Boards having 100% UV protected face plate on one side of size not exc 1.0 Sqm each consisting of non metalic materials support structure having min. Tensile strength 4000 kg/cm2 impact strength of 139kg/cm2, UV resistance must meet 1000 hr UV weathering test for tensilw strength as per ASTM G53 and very low flammability as per IS-6746, Appx "N" 1994, Temp. resistance (-)40 degree centigrate to (+)80 degree centigrate and able to withstand wind to wind force of 150kg/hr, with high intensity prismatic grade retro reflecting sheeting as 3M type4 /EGP type 3 as base and with cut out massage (legends border letters numerals etc) with high intensity prismatic grade retro reflective, including PCC 1:2:4 AS IN PIT OF SIZE 15x15x15cm complete all as specified and as directed by Engineer in Charge. | 8.00 | Each |
You Are Free Trail User
PAY PER TENDERPurchase Access To Download Selected Documents
₹ 200
Select this Plan
SUBSCRIBE PLAN 
For a one-time fee, you get unrestricted access to all documents and for a minimum of one year.
UNLIMITED
DOWNLOAD
Select this Plan
₹ 7000
Plan
Standard Plane
Day/Month
Standard Plane
Call Tender Expert
info@nationaltenders.In
Sales: +91 7383 93 4054