Construction of box culvert in place of Radhagram barrel at Km 3.550 in Right bund of Upstream of Hardinge Bridge of Gomti River.

Amount

Earth work by Power Transport from 16 Km. i/c excavation, loading, unloading, mechanical compaction and dressing with all T&P necessary for the completion of the work

Earth Work in Excavation including lead upto 30 M & lift upto 1.50 M excluding compaction

Demolishing brick work manually/by mechanical means

Dismantling of Hume Pipe NP3 Type excluding excavation back filling and cost of materials

Laying & fixing in position in alignment of Hume Pipe NP3 Type excluding excavation back filling and cost of materials

Dry Earth filling including manual compaction, dressing, lead upto 30 M and lift 1.50 M.

Plain cement concrete M-10 (1:3:6) with stone ballast i/c cost of materials, labours and all T&P with mechanical mixing.

Centering & shuttering for RCC work i/c rent of shuttering materials, labours and T&P required for proper completion of the work.

Bending, binding, cutting and placing in position reinforcement i/c cost of binding wire with all cost of labour, materials and required T&P to complete to the work.

10mm bars

12mm bars

16mm bars

20mm bars

Providing & laying R.C.C. work with cement approved coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in box culvert i/c all materials, labours and all T&P to complete the work.

Construction of Granular sub-base by providing close graded martial mixing in a mechanical mix plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per MORTH401.

Providing, Laying, Spreading and Compacting graded stone aggregate to wet macadam (WMM) specification i/c premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with VG-10 pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous/granular surface cleaned with broom.

Providing and applying tack coat with VG-10 pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous/granular surface cleaned with broom.

Providing and laying dense graded bituminous macadam (DBM) with 100-120 TPH batch type HMP producing an average output of 75 tonn/hour using crushed aggregates of specified grading premixed with bituminous binder @ 4 to 4.50% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth whealed vibratory tendem rollers to achieve the desired compaction as per MORTH specification clause no. 507 complete in all respect.

Providing and laying dense graded bituminous concrete (SDBC) with 100-120 TPH batch type HMP producing an average output of 75 tonn/hour using crushed aggregates of specified grading premixed with CRMB-55 bituminous binder @ 6 to 4.50% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth whealed vibratory tendem rollers to achieve the desired compaction as per MORTH specification clause no. 509 complete in all respect.

Brick edging on both side of road (rate for per km.) brick edging on both side of the road with 1A class Brick 8 cm (3") wide and 12 cm (41/2") deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sundries required for proper completion of work with material.

Providing and laying stone boulder 40 to 60 kg. wt. i/c cost of material, royalty, carriage, toll tax and all T&P etc. to complete the work.

Brick soiling with laid on edge & dry filling with local earth i/c cost of materials, labours and all T&P to complete the work.

Rajiv And Company