Laying of 110mm dia pipeline

Dismantling of existing structures comprising of Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all lifts and lead of 1000m as per technical specification as per SS and as directed by the departmental officer in charge 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 (Page No.484) RBR FN-DN-1

Filling Sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH . The rate including cost and conveyance of all material, labour charges for filling, watering, ramming, etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniroage charges.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. All work upto plinth level including cost of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges

Providing Concrete for plain/ reinforced concrete (1:2:4) Nominal mix using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 days complete as per drawings and technical specifications as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

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 appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron 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, 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 as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges.

RCC M- 20 Nominal mix 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 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, but excluding centering, shuttering for culvert bed blocks and slabs

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded. The rate including cost and conveyance of steel, binding wire, labour charges for fabrication of grills, placing in position, etc., complete as per SS and as directed by the departmental Officer in charge of the work.

Manufacture, Supply, & Delivery of HDPE Pipes conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.)

Lowering, laying, jointing and testing of the following sizes of HDPE pipes, fittings with water and testing to required pressure. This rate including all labour chrges and all jointing material and all incidental charges etc., complete as directed by the departmental officer in-charge of the work.

Manufacture, supply and delivery of the following sizes of HDPE collars, MS flanges and end caps.This rate including cost of all material, all taxes, labour charges and conveyance charges from source to dept stores at Kakinada loading, unloading and stacking etc.,

Manufacture, supply and delivery of the following sizes of HDPE collars, MS flanges and end caps.This rate including cost of all material, all taxes, labour charges and conveyance charges from source to dept stores at Kakinada loading, unloading and stacking etc.,

Supply and delivery of MS bolts and nuts for flanged joints. The rate including cost and conveyance of all material, incidental charges etc., complete.

Supply and delivery of 6mm thick Rubber packing for flanged joints. The rate including cost and conveyance of material, incidental charges etc., complete.

nufacture, Supply and Delivery of Cast Iron Pipes and Fittings (spls.) Conforming to IS. No. 7181/1986, 5531/1988, 3950/1979 and C.I.D Joints confirming to is No.8794/1988 at site of work anywhere in A.P. Including, loading, unloading, transportation to site of work stacking at site transit risk and package, excluding taxes and duties.

Jointing the C.I,D.I. Pipes, fittings and valves with rubber gasket(push-on-joint) including the cost of the gasket but including all sundries, filling with water with a water lead upto 500 m and testing to required pressure etc., comp as per BIS No.3114/1994/12888/1987

Supply, laying, jointing, and testing of GI (Galvanized Iron) pipeline of specified diameter and class, conforming to IS:1239 (Part 1) standards. The work includes all necessary fittings such as elbows, tees, reducers, unions, sockets, nipples, clamps, etc., required for complete installation. The pipeline shall be laid in trenches, above ground, or clamped along walls as per the site condition and engineer-in-charge instructions. Proper threading and sealing with PTFE tape or jute and sealing compound shall be done to ensure leak-proof joints. All materials used shall be of approved brand and make, and the work shall be carried out as per standard specifications and safety norms. The line shall be tested for pressure and leakages before commissioning.

Laying of 110mm dia pipeline And Construction of Rcc Culvert at D.no. 3-2-9 near Varanasi Krishnamurthy House at Kotturu in 1st ward Ramachandrapuram Municipality