ZPGF 15 FINANACE

Scarifying the existing granular surface to a depth of 50mm by manual means and disposal of scarified material with lift upto 3.00 meters and leads upto 1000.00 meters as per Technical Specification Clause 301.4 MORD inlcuidng all labur charges, hire charges of Tools and Plants p etc., complete for finished item of work

Formation of sub base using well graded material (Table 400.1) Selected Earth from an available source, spreading in uniform layers with Tractor grader on prepared surface and compacting with Three wheel 80 -100 KN static roller @ 10 cum per hour to achieve the desired density to required garadient complete as per Technical Specification Clause 401 MORD etc., complete for finished item of work.

Earth work excavation and depositing on bank Ordinary soils mannual means upto 3.00 meters depthwith initial lead of 10 meters and initial lift of 2.00 meters in loamy and clayey soils like B.C. Soils, red earth and ordinary Gravelly soils as per SS No. 20 -B including shoring, strutting, sheeting, planking including cost of hire charges of Tools and Plants and labour charges etc., complete for finished item of work for foundations of cross drainage works.

Filling in foundations with Stone crusher dust finer than 3 mm from an approved quarry including all operational, incidenal, labour charges, sales tax and other taxes, hire charges of Tools and Plants etc., complete excluding rock in trenches, sides of foundations and basement with an initial lead in layers not exceeding 15 cm thickness, consolidating each deposited layer by watering and ramming including cost and cost and conveyance of water to site etc., complete for finished item of work. (APSS NO. 309 & 310) in foundations of cross drainage works.

Providing concrete for plain/reinforced concrete (1:3:6) proportion in open foundations using 40 mm nominal size metal 2/3 rd quantity and 20 MM size HBG metal 1/3 rd quantity mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH etc., complete and including overhead and contractors profit charges etc., complete for finished item of work.

Providing concrete for plain/reinforced concrete (1:3:6) proportion in open foundations using 40 mm nominal size metal 2/3 rd quantity and 20 MM size HBG metal 1/3 rd quantity mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH etc., complete and including overhead and contractors profit charges etc., complete for finished item of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement using 330.00 Kgs of cement per 1.00 Cum of concrete, thickness as per design, over a prepared sub base as per Clause 1501.2.2 M 20 Grade Design mix using 20 mm size and 12 mm size HBG metals coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.20 cum capacity laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork, 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 etc., complete for finished item of work.