General Funds

Dismantling of Cement Concrete By Mechanical Means Clearing Away and Carefully Stacking Useful Materials for Re-use and Disposal of Unserviceable Materials with 100m Lead as Directed by Executive Engineer Duly Taking Actual Premeasurements Before Dismantling Including All Labour Charges, Overheads & Contractor Profit etc., Complete.

Dismantling of Cement Concrete M10 By Manual Means Clearing Away and Carefully Stacking Useful Materials for Re-use and Disposal of Unserviceable Materials with 100m Lead as Directed by Executive Engineer Duly Taking Actual Premeasurements Before Dismantling Including All Labour Charges, Overheads & Contractor Profit etc., Complete.

Dismantling of Cement Concrete M15 & M20 By Manual Meansclearing away and carefully stacking useful materials for re-use and disposal of unserviceable materials with 100m lead as directed by Executive Engineer duly taking actual premeasurements before dismantling including all labour charges, overheads & contractor profit etc., complete.

Earthwork excavation for footings in ordinary soils up to 3.00 m depth by manual means excluding dewatering as per drawing and technical specifications 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 Stone Crusher Dust Filling in trenches, sides of foundations and basement with in itial lead in layers not exceeding 15 cm thick, consoidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of t & p etc., all labour charges etc., complete for finished item of work. (APSS No. 309 & 310)

Providing Plain Cement Concrete M 20 Nominal mix (1:2:4) (Mechanical Mixer) using 20mm 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 Bed.

Providing Plain Cement Concrete M 20 Nominal mix (1:2:4) (Mechanical Mixer) using 20mm 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 Drain Walls.

Providing Concrete for R.C.C grade M 20 using Concrete mixer (Nominal Mix) using 20 to 10mm Graded Metal (MORD), 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 Culvert Slab.

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 500 / Fe 500D 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., and overheads & contractors profit complete for finished item of work. (APSS No.126)

Excavation for Roadway in soil using Manual Means for Carrying of Cut Earth of Embankment Site with initial lift of 3 Mts and lead upto 50 m as per technical specification clause 302.3 MORD etc., complete and as directed by the Engineer-in-charge of the work.

Plain Cement concrete in (1:4:8) prop. Using 40 mm HBG metal including cost and conveyance of materials to site including seignorage fee, Machine mixing, concrete laying tamping, vibrating, watering curing and all labour charges, hire and operational charges of machinery, water lead charges and including bailing of water. etc. complete for finished 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 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 formwork (steel channel, 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.