Widening and Strengthening of Kurwar Islamganj Dhmoor (ODR) Road in District Sultanpur

Amount

Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORT&H

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including 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, laying, spreading of graded stone aggregate (wet mix macadam stabilized) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% emulsion in uniform single layers on sub- base / Sub grade and compacting with road roller to achieve the desired density

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MoTH specification clause 502.

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per MORT&H specification clause 503.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 4.5 aggregate) in flooring including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-200 as per SI.No. 284(b)

Deep Drain U type with cover of road in Abadi Portion in

Widening of Minor Bridge at Dewalpur, Kotwa & Islamganj Market Excavation in foundations in ordinary soil (Loam clay or sand) including lift uptp 1.5 m (5fts) and lead upto 30m. (100 fts.) & including filling. Watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charges upto a distance of 30m (100fts) from the foundation trenches. as per SI.No. 251

Sand filling in plinth under floors including watering ramming consolidation as per MORD Specification 300& 1200mm

Providing and laying in Cement concrete 6:3:1 of not less than strength of M100 stone ballast(40 mm nominal size) 3 apprroved coarsesand :1 Cement and curing complete, including cost of form work in foundation and floors

R.C.C. work cement concrete approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1:2 (1Cement: 1 course sand : 2 approved aggregate) for required for proper completion of the work, strength of the concrete shall not be less than M-250

R.C.C. work cement concrete approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1:2 (1Cement: 1 course sand : 2 approved aggregate) for approch slab, deck slab & bed block. required for proper completion of the work, strength of the concrete shall not be less than M-250

Class-150 brick work in 1:3 Cement and course sand of 1.25 fineness modulous mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. as per SI.No. 504 (8mm to 32mm dia)

Supply and fixing of 100mm dia P.V.C. Pipe for Weepholes

Providing and laying filter material undernath pitching in slops complete as per drawing and technical Specification.

Providing and laying of boulder apron laid in wire crater made with 4mm dia GI wire confarming to IS 280 & IS 4826 in 100mmx100mm mesh including 10% extra for laps and zoints laid with stone boulder weight not less than 40kg each.

Struck cement pointing 1:2 with colouring materials to match the brick work colour including supply of all materials, labour and T & P etc. required for proper completion of the work. Racking and washing surface.

Widening of Existing Hume pipe Culvert including cost of pipe, excavaition of earth, 1:3:6 plain Cement conrete, shifting, laying, refilling of earth construction of parapet wall and pointing 1:2 cement motor from existing with of culvert up to 12Mtr. Complete with 900mm Dia Pipe

Widening of Existing Hume pipe Culvert including cost of pipe, excavaition of earth, 1:3:6 plain Cement conrete, shifting, laying, refilling of earth construction of parapet wall and pointing 1:2 cement motor from existing with of culvert up to 12Mtr. Complete with 600mm Dia Pipe

Widening of Existing Hume pipe Culvert with 350mm Dia Pipe (including pipe only)

M/S LUCKY TRADERS

KUMAR TRADERS