Public Works Department Tender

20mm. Thick open-graded premix carpet 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 C. As per MORD Specification & Clause No. 508 Case - I By Manual Means (I) Bitumen (S-90), 5.9 Case I(I) complete in all respect as per directions of Engineer in charge. Including cost of Bitumen (Including labour cess) & (GST will be paid extra as applicable)

Seal Coat 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 C. As per MORD Specification & Clause No. 510 A. By Manual Means Bitumen (S-90), 5.12 By Manual Case-III-Type c(I) complete in all respect as per directions of Engineer in charge. Including cost of Bitumen (Including labour cess) & (GST will be paid extra as applicable)

Cement Concrete Pavement 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 OPC cement, 350 Kg per Cum or any other type as per Clause 1501.2.2 M30 (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 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 (where specified) and water finishing to lines and grade as per drawing. As per MORD Specification & Clause No. 1501, 6.4 complete in all respect as per directions of Engineer in charge. (Including Labour Cess & Roylty) (GST will be paid extra as applicable)

For 5 Year maintenance (With defect liability period) For PC Work. 1st Year cost of BOQ @ 0 % for length - 0.650 Km

2nd Year cost of BOQ @ 1.5 % for length - 0.650 Km

3rd Year cost of BOQ @ 3.0 % for length - 0.650 Km

4rth Year cost of BOQ @ 4.50 % for length - 0.650 Km

5th Year cost of BOQ @ 6.00 % for length - 0.650 Km

For 5 Year maintenance (With defect liability period) For CC Work. 1st Year cost of BOQ @ 0 % for length - 0.350 Km

2nd Year cost of BOQ @ 0.25 % for length - 0.350 Km

3rd Year cost of BOQ @ 0.50 % for length - 0.350 Km

4rth Year cost of BOQ @ 0.75 % for length - 0.350 Km

5th Year cost of BOQ @ 1.00 % for length - 0.350 Km