Cane Development And Sugar Industry Tender

Conc with 4 Cm gauge Brick ballast Coarse sand of 2.20 FM and cement in proportion of (1:4:8) in foundation and under floors including supply of all materials………. As per si no 275

Providing and Injecting chemical for preconstruction antitermite treatment and creating and chemical barrier under and arround the column pits wall trenches basement excavation top surface in plinth filling junction of wall & floor..................laying labour,tools and plants etc complete as per si no 730 N.item

R.C.C. (1:2:4) with cement ,approved coarse sand &2 cm gauge stone girt SI no-283

R.C.C. (1:1.5:3) with cement ,approved coarse sand &2 cm gauge stone girt for slab SI no-284a

R.C.C. (1:1.5:3) with cement ,approved coarse sand &2 cm gauge stone girt for Beam work SI no-289

M-150 class brick work (1:4) with cement & coarse sand mortar in Drain As per si no 305.

M-150 class brick work (1:4) with cement & fine sand mortar in sub-structure foundation plinth I/c all comp of work ………. As per si no 303.

M-150 Brick work (1:4) cement f. sand mortar S/S completion of work as per S.I. No. 303+309+310

M.S. item work such as R.C.C. Completion of work as per S.I. No. 504

12 mm thick cement plaster (1:6) cement ,fine sand mortar i/c all comp. of work as per S.I. No- 586

12 mm thick plaster (1:6) Cement & sand mortar in outer side I/C all Completion as per S.I. No.586+596

12 mm thick plaster (1:3) Cement & sand mortar in Drain I/C all Completion as per S.I. No.582a

Supply and fixing 6 to 8 mm thick ivory light shaded vitrefied tiles 600x600mm size in flooring and skirting eath 1:3 cement and coarse sand i/c all comp. of work.

M.S.or iron work of small sizes such as holding down bolts,holt fast i/c all comp. of work.Si no-502.

P/Fixing of pressed steel door frames mild steel sheet of 1.25mm thickness i/c febrication & welded i/c all comp. of work.-

P/ Fixing Glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with.SI no-730 N.I.3 B

S/fixing Galvnized mosquitos proof heavy quality S.S.wire gauge heavy quality over windows and i/c supply of teak wood batten 8 cmx1 cm (3"x3/8")/flat iron 25mmx4mm and i/c supply of necessary scews all materials, labour, Tools & plants etc.9.51.1

P/ Fixing of 32 mm thick Indian commercial flush shutter part panelled and part glazed door I/c all comp. of work.Si no-470 (i)

S/F P.V.C. pipe of 10cm Dia water rain pipe I/C all material, labour T & P. etc.Si no-730a

P/ fixing aluminium slinding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with necessary screws etc. complete.Si no 9.96.2(250x16mm size)

250x10mm DSR 9.97.2

P/ fixing aluminium handles, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with necessary screws etc. complete. Si no 9.100.1

Ventilator chaukhats

P/ Laying ( Brick coba ) 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20mm thick base of cement mortar 1:4 cement & coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar i/c all comp. of work.Si no-548 (N.Item)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, 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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed 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,

Cost for Electrification

Cost for Sanitary