Directorate Of Urban Local Bodies Tender

Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 M. distance as directed by the engineer in charge etc all complete as per the direction of engineer in charge.

S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand):

12 mm thick plaster with cement and coarse sand in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work.

S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge

Consolidation for above stone ballast &gsb including open stacks sorting into three size compacting by 8 tonn road roller including hire fuel charge including required compaction etc all complete as per the direction of engineer in charge.

S/L Cement Concrete (1:2:4) with 2 cm gauge stone grit coarse sand and cement including all materials,labour,tools, & plant etc all completed as per the direction of engineer - in - charge.

Construction of un-reinforced, 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 M 30(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,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical

RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. But for slab (As per

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars

Deduct the cost of old bricks

Ded the cost of old bricks /batts

GST