Irrigation And Flood Control Department Tender

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars

Providing and fixing in cement mortar 1:6 (1cement : 6 fine sand) red sand stone slabs 30mm thick over drains to acts as shuttering complete as per direction of Engineer in charge.

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand).

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate.

Supply of earth at site including excavation, royality carriage by mechanical transport, loading, unloading and banking the excavated earth in layers not exceeding 20cm. in depth, breaking clods, rolling each layer with ½ tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions within all leads & lifts.

Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacturer and transported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of M-10 grade of cement concrete work, including pumping of RMC from transit mixer to site Placing in required camber compulsory with plate/screed vibrator, with wire brush etc. and curing including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. M-10 grade plain cement concrete by using 220 kg of cement per cum of concrete.

Providing and laying RMC of M-30 grade,by using minimum 340kg. of cement (43 grade OPC) per Cum of concrete in roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in tramit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction/expansion, construction of cross/longitudinal joints of size 10mm wide 50mm deep by groove cutting machine providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer-charge (Cost of joint filler & sealants shall be paid for separately under relevant items).

Providing and laying in position bitumen hot sealing compound for expansion joints etc Using grade ‘A’ sealing compound.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.

Less 12% stipulation on DSR 2014 rates as per Finance Department Order No. 667-796 dated 10.09.2014 on item No. 1 to 13