Municipality Tender

NIT 05/02;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) ( Fe 500 grade as per IS 1786-1979) of Make : Vizag Steel/TATA/SAIL/ Jindal etc., 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 and overheads & contractors profit etc., complete for finished item of work in all floors.( APSS No.126)

NIT 05/02;Gravel for sider berms with local materials by providing local material spreading in irrespective of thickness etc., complete

NIT 05/02;Construction of un-reinforced, plain cement concrete pavement with M30 grade mix, thickness as per design, over a prepared sub base, with 53 grade opc 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, laid in approved fixed side formwork (steel channel, laying , steel plates including levelling the formwork ), spreading the concrete with shovels, rakes, compacted using plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per Technical Specification Clause 1501 MORD.

NIT 05/02;Construction of CC Drain and Culverts at Various Places in Rotary Nagar , Khammam Public School Area, Kalava Katta NSP and Laying of CC Road from Ele Pole No 9/241 to H.No.16-9-155 in Division No 09 in Khammam Municipal Corporation

NIT 05/02;Supply and filling of stone dust including cost and conveyance of all materials, watering and labor charges for filling etc., complete

NIT 05/02;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision) for finished item of work. (Payment based on levels for finished item of work)

NIT 05/02;PCC (1:5:10) prop.(nominal mix) Using 40mm HG metal including cost and conveyance of all materials, mixing., lyaing, tamping, curing, labour charges etc.complete.

NIT 05/02;Construction of un-reinforced, cement concrete pavement with M30 grade mix,plain cement concrete pavement, thickness any other type as per Clause 1501.2.2 M30 (Grade) coarse and fine aggregates of 20mm IRC metal confirming to IS:383, maximum in a concrete mixer of not less than 0.2 cum capacity and laid in approval fixed side form work (steel channel, laying and fixing of steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rekes, complacted using plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, curing of concrete slabs for 14 days water finishing to lines.

NIT 05/02;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 Ordinary soil- mechanical means

NIT 05/02;Granular sub-base/base/surface course with local materials (Table 400.13) by providing local material spreading in irrespective of thickness with Dozer on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

NIT 05/02;for walls

NIT 05/02;Carting of excavated surplus earth including cost and conveyance and labour charges etc., completeDismantling , CC Road Cutting and Rock Cutting - 100%

NIT 05/02;RCC M30 desing mix using 20mm HG machine crushed metal (MORTH 1284) with shrinkage at 28 days work test on 150x150x150mm including cost and conveyance of materials, machcine mixing, laying, vibrating, curing, labour charges etc. complete for CC Culvert

NIT 05/02;Vaccum draying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length , vaccum pump to maintain vaccum pressure 0.7 - 0.8 atmosheres as per the sandard procedure floating with power floater , mechanical travelling, finishing with sound edges and corners , including hire and operational charges of machinery, labour , fuel ,etc., complete for finished item of work as directed by Enginnering - In - Charge of the work( as per quotation)

NIT 05/02;PCC M15 Design mix MORTH 12.84 table using 20mm gauge machine crushed HG metal from approved quarry including cost and conveyance of all materials like OPC 53 Grade Cement of Make:ACC/Ultratech/ CCI/ Lafarge/Penna Premium etc., fine aggregate i.e., Godavari Sand (Bhadrachalam Quarry), coarse aggregate, potable drinking water etc. to site, sales & other taxes on all materials, machine mixing charges, laying concrete in position, vibrating, curing, centering charges, overheads & contractors profit etc., for finished item of work for Drain & Culvert Bed and Side Walls

NIT 05/02;30% Manual

NIT 05/02;Excavation in ordinary rock using manual means including loading in a truck and carrying of excavaed material ot embankment site with initial lift of 3m and lead upto 50m as per technical speciation clause 302.3.5 MORD/301 MORTH

NIT 05/02;Dismanlting of RCC Slabs over existing sullege drain including cost and conveyance of all material charges etc.,completed.

NIT 05/02;TBSC-T.I-15 Grooves 2-3 mm wide and 1/3 rd depth of concrete slab for freshly laid concrete pavement after the concrete has undergone initial hardening including all material and labour contractor