Miryalaguda Mplty

Cutting open cement concrete road surface including stacking of useful excavated materials. Culvert

Earth work excavation and depositing On bank with an intial lead of 10mts and lift of 2mts in black cotton soils, red earth and ordinary gravelly soils. etc., complete. Manual

Earth work excavation and depositing On bank with an intial lead of 10mts and lift of 2mts in black cotton soils, red earth and ordinary gravelly soils. etc., complete. Mechanical

Plain cement Concrete (1:5:10) Prop. Using 40mm size HG M/c metal including cost and conveyance of all materials, labour charges, curing etc., complete item of work.

V.C.C (1:3:6) Prop. with 20mm size Hard granite machine crushed metal including cost and conveyance of all materials, centering charges labour charges curing and removing centering etc., complete.

Plain cement Concrete (1:3:6) Prop. Using 20 mm size HG M/c metal including cost and conveyance of all materials, labour charges, curing etc., complete. Bottom- Drain

Plastering in cm (1:4) prop. 12 mm thick including cost and conveyance of all materials labour charges curing etc, complete Wall sides Drain

BLD-CSTN-3-13-(30)-C ; RCC M- 25 design mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering . for culvert SLABS

Supply and delivery of steel including fabrication charges, binding wire etc., complete item of work.

Carting of excavated earth with an averge lead of 2 Km. as directed by the departmental officer.

Carting of excavated earth with an averge lead of 2 Km. as directed by the departmental officer.

Plain cement Concrete (1:5:10) Prop. Using 40mm size HG M/c metal including cost and conveyance of all materials, labour charges, curing etc., complete item of work.

Construction of un-reinforced, 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) of Cement @ 400 kg/cum , 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 form work (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 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, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 28- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD