15th Finance

Scarifying the existing B T surface to a depth of 50mm by Mechnical means and disposal of scarified material with all leads and lifts upto 1000 mtrs as per MoRT&H (5th Revision) Specn.No 305.4.3

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Cement Concrete

Bailing out of Water from drain with Oil Engine Including wages of Operator , Cleaner , Cost of fuel and all Operational and Incidental charges etc., complete

Removal of wet silt and sludge by manual means from sullage drains with aid of baskets and vessels including cost and conveyance of all materials , labour charges , required material for labour etc., for finished item of the work

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 - Manual Means

Filling Sand in foundation trenches as per drawing and technical specification and drawing including cost and conveyance of materials to site with all leads, lifts including watering, tamping, ramming, labour charges, all other incidental and operational charges etc., complete as per detailed specification and directed by the Engineer - in - Charge

Providing Plain Cement (1:4:8 ) in open foundations using 40 mm nominal size Graded hard stone aggregate, 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.- For Drains

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc.,complete for finished item of work in all floors and as directed by Engineer-in-Charge. (APSS No.126)

VRCC grade M20 (design mix) using 20mm graded metal for providing concrete for plain / reinfaced concrete in open foundations using 20mm graded metal, aggregate, mecanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings RBRFNDN-4-(V)-II (wall)/bed

VRCC M- 20 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 excluding Seigniorage charges, sales & other taxes on all materials 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, as per drawing and as directed by the Engineer-in-Charge.(COVER SLAB AND CULVERT)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete payment, 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 appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the form work, 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 and construction joints, admixtures as approved, curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specification clause 1501 MORD

Centering Charges for RCC vertical walls of plane surface including all type of labour charges (Open drains) for 600 mm and above.

Carting Of Excavated Earth with a lead of 2 KM including cost and conveyance of all materials and labour charges etc., complete.(inclusive Contractor profit and over head charges)