MPLADS

Earth work in Surface excavation not exceeding 30cm in depth by Manual means but exceeding 1.5meter in width as 10Sqm on plan inclduing getting out and disposal of excavated earth as directed by Engineer-in charge for land leveling and land development (disposed earth to be neatly dressed and levelled) with initial lead of 10 mts and initial list of 1.5 mts

Supplying and Spreading of 6mm HBG stone dust with initial lead inlayers not exceeding 15cm thick consolidating each deposited layer by watering and ramping inclduing cost and conveyance of water to work site and all operational incidental, labour charges hire charges hire charges and T&O complete for finished item

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 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum 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, 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.

Vaccum dewatering of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure, floating with power floater, vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, complete for finished item as directed by the -in-Charge.

Cutting transverse contraction joints 3 to 4 mm wide and 1/3 rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 - 48 hours of casting of CC Pavement. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. TBSC-Q.VIII-01.

Earth work in excavation for structures as per drawing including removal of stumps and other deleterious materials and disposl upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc complete.Earth work in excavation for structures as per drawing including removal of stumps and other deleterious materials and disposl upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material etc complete.

Supplying and filling sand in trenches,sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental,labour charges hire charges and T & O Complete for finished item APSS 309 &310)

Providing M10 plain cement concrete in open foundations using 40 mm nominal size Graded trap stone aggregate, mechanically mixed, placed in foundations etc complete as per drawings and technical specifications for bedding

Plain cement concrete of Grade M15 using 43 grade Cement or any other type, coarse aggregate of 40 to 10mm nominal size and fine aggregate, machine mixing etc.,complete for as per Clauses 802,803,1202&1203 of MoRD Specifications of Rural Roads for side wall of drains.

Supply, fitting and placing of HYSD bar reinforcement of Fe- 500 grade as per drawings and Clause 1002,1005,1010&1202 of MORD specifications of Rural roads

Reinforced cement concrete of Grade M20 using 43 grade Cement or any other type, coarse aggregate of 20mm to 10mm nominal size and fine aggregate, machine mixing etc.,complete as per Cluase 800,1202.4 &1205.5 of MORD Specifications of Rural Roads for Super Structure slabs over drains

Spreading of gravel to irrespective thickness in layers as per technical specification including labour charges etc. complete