Construction of Balance work for 1000MT capacity Godown cum Assaying Lab in Market Yard, Kuppam of A.M.C, Kuppam in Chittoor District

P.C.C. (1:5:10) prop. Using 40mm HBG Machine crushed metal with screened sand including cost and conveyance of all materials to site from approved source, machine mixing, laying concrete in layers of 15cms. Thick well-compacted in position, curing for required period protecting the sides of foundation trenches whenever necessary and all incidental and operational charges and labour charges etc., complete as per standard specification referred and as per directions of the departmental officers

Providing High Yield Strength Deformed steel bars (Fe 500 grade ) of different diameters, including labour charges for cutting, bending to required sizes and shapes placing in position with cover blocks of approved materials and size and tying with binding wire of 20SWG, 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, welded joints, 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 etc., complete for finished item of work.

Supply and fixing of 20mm dia 0.70 m long mild steel foundation bolt with necessary thread, bolts, nuts and washers and placing them in position including cost and conveyance of all materials to work site and all labour charges etc., complete for finished item of work.

VRCC M- 20 Nominal 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 all operational, incidental and labour charges such as machine mixing, laying concrete, vibrating curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work.

COLUMNS ABOVE 3.66 M

For Tie Beams at 4.80 Mts

Masonry work in CM (1:8) prop with Flyash Cement solid blocks of size 290 x 200 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls. For superstructure Above 3.00 M

VCC M- 20 Nominal mix using 20mm size HBG metal machine crushed metal as per SS 108 , machine mixing concrete laying in position in layer not exceding 150mm in thickness, approved quarry including cost and conveyance of all materials with cement 350 kgs / cum, and all other materials from approved , labour charges for scaffolding, centering, machine mixing, laying, vibrating and curing for various heights and depths including all incidental and operational charges, all water leads and lifts etc., complete for finished item of work as per standard specifications and as directed by Engineer-in-Charges as site of work.

Providing dish finishing to the C.C. Surface for having good compaction of CC Surface and have smooth surface of the road including cost and conveyance of all materials, hire charges of dish and fan, incidental and operational and labour chargesetc., complete for finished item of work as per Standard Specification and as directed by the Department Engineer-in-chaarge.

Plastering 12mm thick in single coat in CM (1:5) for even surface cost and conveyance of all materials like cement, sand (screened), water etc., to site, and all operational incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., complete for finished item of work (APSS No.901&903) a) Superstructure

Plastering 12mm thick in single coat in CM (1:5) for even surface cost and conveyance of all materials like cement, sand (screened), water etc., to site, all materials and all operational incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., complete for finished item of work (APSS No.901&903) a) Superstructure

Manufacturing, supply and fixing in position of 0.75 x 0.90M size steel Air inlets with rolled steel angles and the outer frame of 35x35x3mm M.S. equal angle welded with 12mm dia square rods at 75mm C/C in both ways (9 Nos. on each side) and internal frame with 'Z' angle of size 25x25x3mm and 'T' angle of size 20x3mm with diamond mesh including providing M.S. shutter of 16 guage and fixing the M.S.Flat of size 25x5mm to the shutter including all accessories such as hold fasts, tower bolts 2 Nos, hings 4Nos including cost of all materials required for the work labour charges etc., complete as per drawing and as per standard specifications and as directed by the Engineer-in-charge for finished item of work.

Supply and fixing of Rolling shutter made of 80x1.25mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end locks, mounted on specially designed pipe shaft of 50mmdia nominal bore MS B class pipe with brackets,plates, guide channels, stoppers, bottom locking plates and arrangements for inside and outside locking with push-pull operations including cost of hood cover and springs complete painted with one coat of approved steel primer, locks, ball bearings, all acessories etc., complete for finished item of work as per special spn: 108

Construction sawn joining groove (using dimond studding blades) 3 to 5 mm wide and 1/4 to 1/3 depth of the slab + or 5mm or as stipulated in the drawing and dowels bars complying with clause 602.6.5 of specifications for raod and bridge works (third revision) published at new 2 delhi in 1995 by IRC on behalf of Goverment of India, Ministry of surface transport and as directed in the undergone initial hardening and as hard enough to tae the road of joint sawing machine without causing damage to the slab. The joint ceiling compound shall be of 0/0 to 1/8.

Supply and filling of hot sealing compound ( Grade A) ISI poly sulphide and sealing joints includng cost and conveyance of the all materials etc for expansion and contraction joints at 4.50 m interval / for longitudinal/transverse joints as per MORTH specifications

Painting with synthetic enamel paint in two coats of grade 1 quantity of approved brand and colour to Trusses, purlins, wind bracings, bottom runners, shutters, air-inlets, ventilators, channels etc.,including cost and conveyance all meterails labour charges etc., complete for finished item of work and as directed by the departmental officers. For New Iron Work

Painting to new walls with 2 coats of plastic emulsion paint of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for external walls

White washing three coats with lime of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Fabrication, Supply and Errection of Tubular Trusse 18.00 Span spaced at 4.57 C/C with tubular top & bottom rafter 88.90 ODMS Medium class pipe( bottom rafter 19.70 + 20.30M top rafter = 40.00 Rmt) and internal Verticl and Diagnal members using 60.30mm ODMS Medium class ( Verticles 16 x 1.00 = 16.00 Rmt + Diagnales 15 x 1.25 = 18.75 Rmt = 34.75 Rmt), Joint plates of size 250 x 250 x 10mm thick 8 No.s with Purlins of size 76.10mm pipe 4.57 M length, cleates of size 150mm x 76mm x 6mm cleats 18 No.s, including base plates of size 0.30 X 0.45 M 12mm thick each truss 4 No.s , 12mm thick gusset plates of size 0.30 X 0.50M - 4 No.s, 20mm dia bolt of 0.75M lenth with threading , bolts and nuts for fixing in RCC Columns, including labour charges for fabrication, errection charges etc., complete for finished item of work.

Supply and fixing of MS Tubular roof purlins of size 76.10mm ODMS of 4.57m long by welding of 10mm cleats of size 150mm x 100mm both sides of the pipe in position with necessary bolts and nuts, washers including cost of pipe, welding, cutting and loading into truck to work site transport etc., complete for finished item of work.

Supply and fixing of MS Tubular Tie Runners of size 48.30mm ODMS of 4.57m long by welding 2Nos. of 6 mm thick cleats of size 100 x 50mm both sides of the pipe in position with necessary bolts and nuts, washers including cost of pipe, welding, cutting and loading into truck to work site transport etc., complete for finished item of work.

Roofing will be provided with 0.5mm thick galvanized / pre painted G.I. profiled sheets fixed to the purlins with 14 size self drilling screws with neoprene washer. Side laps are stitched with self tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti capillary grove. including cost and labour charges etc., complete as per standard specification for finished item of work.