Directorate Of Urban Local Bodies Tender

Construction of granular sub base by providind well graded material spreading in uniform layer with mortar grader on prepared surface , mixed by mix in place mathod with rotavator at OMC , and compaction with smooth wheel roller to achive the desierd dencity complete as per technical specification clause 401.

Class 150 brick work in 1:4 cement and C-sand etc. As per SOR CHP. 06 ITEM NO 1.0 (6,1.1)

Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit etc. As per DAR (4.1.3)

12mm thick plaster with cement approved C-sand in 1:4 including supply of all materials labour and T&P etc. required for proper completion of the work. (As per SI NO 2(13.4.1

Neat cement punning

Reinforced cement concrete work excluding the cost of centering, shuttering, finishing and reinforcement, with l:2:4 (l cement : 2 coarse sand(zone-Ill) : 4 graded stone aggegate 20 mm nominal size as per DAR (5.1.3)

Miled steel or iron in plain work such as reinforced concrete or reinforced brick work (When not wrougt to include in over all rates) wrought to required shape as mecessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shall be measured upto floor two level. As Per AR

Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment 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 course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification as per MORD 1500

S/F of sign board I/C Granite etc all complete