Public Works Department-PWD has published Re-Carpeting Of Sagalee Township Road Re-Carpeting Of Sagalee Township Road ( 2 Km ) .. Submission Date for this Tender is 29-03-2022. Road Work Tenders in Papum Pare Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH : WBM - III - 4.392 Km |
| 2 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the intersticed of coarse aggregate, watering and compacting to the required density. Grading- III(Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel |
| 3 | SH : Bituminous Macadam with Seal coat - 4.392Km |
| 4 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) |
| 5 | Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom). |
| 6 | Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using Cold Mix Binder to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 ton capacity and finishing to required level and grade (Application: Cold MSS (Mix Seal Surfacing as per Design mix & implementation by Manufacturer"s discretion only). |
| 7 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - I : Type A. |
| 8 | SH : CC Side Drain - 1.477 Km |
| 9 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter, dressing of sides and bottom andbackfilling with approved material). I. Ordinary soil (A) Manual Means i (b) upto 3 m depth (with de-watering). |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form work for (a) Foundation, footings, base of columns etc. and mass concrete. |
| 11 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
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