Panchayat Raj Engineering Department Tender

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 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit but excluding VAT.

Drain:Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and Cost and Conveyance of water to site and all operational, incidental, labour charges, Seigoirage charges, sales and other taxes etc, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Providing cement concrete(1:4:8) using 40mm size Graded hard stone aggregate including cost and conveyance of all materias inclusive of seignorage charges, machine mixing, placed in foundation and compacted by vibration including curing for 14 days complete for Side drain Bed Portion as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Providing concrete for Vibrated cement concrete (1:3:6) using 20 mm& 12mm size Graded hard stone aggregate including cost and conveyance of all materias inclusive of seignorage charges, machine mixing, placed in foundation and compacted by vibration including curing for 14 days complete for Side drain Bed Portion as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Plastering 20 mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges etc., completed.