Urban Development Department Tender

Providing and laying in position specified grade of reinforced cement concrete ,excluing the cost of centering, shuttering,finishing and reinforcement -all work up to plinth level. 1:1.5:3 (1cement: 1.5 coarse sand (zone -III): 3 graded stone aggregate 20 mm. nominal size)

Providing designation 75 A one brick edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Earth work in excavation in foundation trenches in ordinary soil(vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts,levelling,ramming the foundation trenches,removing roots of trees,

Providing designation 75 A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening,curing with all leads and lifts of water,scaffolding ,taxes and royalty all complete as per building specification and direction of E/I.

Providing 1.5 mm cement punning including curing,carriage of water with all leads and lifts as per building specification and direction of E/I.

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 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, curing of concrete slabs for 14- days S.O.R. Item No. 6.4

Centering and shuttering including struting,propping etc. and removal of form for foundations,footings,bases of columns , etc. for mass concrete.

Centering and shuttering including strutting,propping etc and removal of form for walls (any thickness) including attached pilasters,butteresses,plinth and string courses etc.

Providing Tor steel reinforcement of 8mm/10mm/12mm dia rods as per approved design and drawing excluding carriage of M.S. rods (straight or in coils) to work site cutting bending and binding with annealed wire with cost of wire removel of rust, placing the rods in position all complete as per building specification and direction of E/I.

Carriage of Materials :-

Disposal of earth (lead 3km)

Sand (Lead -1+ 14 K.M)

Bricks (Lead - 8K.M)

Stone Chips (Lead - 1+14 K.M)

Cement and steel (Lead - 2 K.M)

Add 18% GST (+)

Add 1% Labour Cess (+)