Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 3811477 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Improvement Of Sh-15 From Subashgram Bazar To Laxmipur I C Reconstruction Of Dilapidated Culverts In Sh-15 From Ch 0.00 Km To 5.50 Km Under Sd-ii, Cd, Apwd, Diglipur |
| Last Date For Submission | 9th Apr, 2026 |
| Opening Date | 09 Apr, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 2053148.00 |
| Estimated Cost | 105314783.00 |
| City | Diglipur |
|---|---|
| State | Andaman and Nicobar Islands |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 10400.00 | sqm |
| 2 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | ||
| 3 | With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm | 60060.00 | sqm |
| 4 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | 1733.00 | each |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. |
2 Days Left