Balance work of construction of Jumbo Shed No.2 and extension of Jumbo Shed No.1 in Market Yard, Eluru of A.M.C, Eluru in Eluru District

Dismantilng of unreinforced cement concreet more than 15cms and cleaning away from thek site including cost and convyance of all materials and all labour charges completed as per standard specifications and as directed by the Departmental Engineer -in-Charge

Earth work excavation for foundations (Manual Means) of buildings in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308)

Filling with crusher dust in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with carted coarse sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for foundations using 40mm size (SS5) hard,machine crushed granite metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, and including all charges for machine mixing, laying concrete in foundations ramming in 15cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402)

VRCC M 20 grade Nominal Mix using 20 mm HGMC graded metal, unscreened sand and a minimum quantity of 380 kgs of cement per cum of concrete including cost and conveyance of all materials and water to work site and all operational incidental, labour charges such as scaffolding, from work, weigh batching etc., complete but excluding cost and reinforcement steel and its fabrication chrges for all VRCC item of works for various heights and depths as per satandard specification and approved design for finished item of work as directed by the Engineer-in-charge officers.

Columns upto 3.66mts

Columns above 3.66mts

Gutter beam/roof beams

Gutterslab 150mm thick

Supplying Fixing HYSD bars (Lap splicing) - Providing High Yield Strength Deformed (HYSD) (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 excluding sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

VCC M20 Nominal mix using with 40 mm & 20mm graded metal (Coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water, steel centering, shuttering machine mixing, laying concrete, vibrating, lift charges etc., complete for finished item of work as per standard specifications.

Construction of Sawn joint groove (using diamond studded blades 3 to 5mm wide, 25mm complying with clause 602.6.5 of specification or roads and bridge works (third revision) published art New Delhi in 1995 by IRC on behalf of Government of India, Ministry of surface transport and as detailed in the drawings.. The contraction joints shall be cut neatly with straight line, the joint ceiling compound shall be of not poured bitumen type ceiling compound shall be of hot poured bitumen type having flexibility, resistance to age hardening and durability of the sealant shall be in accordance with BS 5212 (Part-2) with allead and lift including cost and conveyance of all materials etc., complete.

Supply and laying of bitumen for flooring joints of bituminous hot sealing compound(grade -A)ISI poly sulphide and sealing the joints including cost and conveyance of all materials, labour charges etc., for expansion, construction joints at 4.5 mts intervel for longitudinal trnasverse joints as per molrth specification NO.602. etc., complete for finished item of work as per standarad specifications ans as directed by the Engineer-in charge at site.

Self supported arch shaped GALVALUME sheeting. Color compying to ASTM A792, base metal thickness 1.00mm, alloy coating AZ 150 (Alumminium 55% Zinc 43.50% and Silicon 1.5%), Yield Strength: 350MPA, Paint coating regular modified polyster top coat 12 microns epoxy, top color: Combination of Blue and Off white and Bottom color grey using make of Thyssen Krupps, Germany / Dongbu Steel Co. Limited, Korea / Corus Steels, U.K/ Union steel, Korea / Yieh phui Enterprises Ltd., Taiwan OR Indian Make : JSW/TATA Blue scope. The Steel Sheet shall be 3'-0" (914MM) width which shall be curved and moulded at site using mechanical press and dies to the desired curves and shape to form 2'-0" (605MM) wide interlocking panels. These panels shall be erected in position and the joints are seamed. The installation should be done by mechanized methods. Vendor has to mobilize required number of Hydra for transportation of sheets and Cranes for the erection of Seamed Sheets and complete the entire work satisfactorily by using the fixtures like anchor fasteners, standard light hangers, turbo ventilators and sky lights etc., Completed. Excluding Taxes