Public Works Department Tender

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

Restoration of Rain Cuts

Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002. Mechanical Means

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2. Using naturally occuring gravel

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Manual Means. Add extra for WBM Patching.

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

Maintenace of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

Tack Coat Providing and applying tack coat with Bitumen (VG-10) using bituman distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510 : By Mechanical Means : Bitumen (VG-10)

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

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, Type B and Type C as per MoRTH Specification Clause 511 : By Mechanical Means : Case - II : Type B : Bitumen (VG-10)

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 required designated grade, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation with vacuum dewatering and floater including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments Design mix grade M-30

Bagri to Dagra Dhani Teeba Km 0/00 to 4/500

Bathoth to Patoda km 8/00 to 12/00

Khinwasar to Panlawa