Strengthening of Chhatoh Gandhi Nagar Road (O.D.R.), Ch. 0.000 KM. to 16.850 KM. In Distt. Raebareli

Amount

Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m. (5 fts.) 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-charge upto a distance of 30 m. (100 fts.) from the foundation trenches. (For Bogey Action)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T&P etc required for proper completion of the work. (For Bogey Action)

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 2 as per Technical Specification clause 405. (For Bogey Action)

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 2 as per Technical Specification clause 405. (For Bogey Action)

Construction of 600mm dia & 350mm dia NP3 H.P. culvert :- Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m. (5 fts.) 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-charge upto a distance of 30 m. (100 fts.) from the foundation trenches.

Providing and laying Cement concrete 1:3:6 (1 cement : 3coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. As per PWD specification no. 280

First class brick work in 1 : 3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per PWD specification no. 307

Providing, laying and fixing of 350mm dia NP3 Hume Pipe in proper position and joining them with coller and filling of joint with jute and cement mortar in 1:2 cement and sand complete.

Providing, laying and fixing of 600mm dia NP3 Hume Pipe in proper position and joining them with coller and filling of joint with jute and cement mortar in 1:2 cement and sand complete.

Pointing with cement mortar (1:3) on brick work in sub structure and super structure as per drawing and technical specification clause-613.3,1204 &1208.4

Providing & Laying of Brick bats upto Half depth arround pipes as per Sl. No.-2 Material & PWD specification no. 1.2

Providing, laying and spreading of graded stone aggregate (WMM) 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 layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .

Providing and laying bituminious concrete using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 MoRT & H Specifications Clause 509 complete in all respects

Construction of U-Type drain in abadi portion of road including cost of excavation, brick work, P.C.C. Plaster, all labour, material, etc

Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (For Patri)

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 coarse on well prepared surface and compacting with vibratory roller to achieve desired density as per Technical Specification Clause 405.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement of 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 usig 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, curing compound (where specified) and water finished to lines and grade as per drawing and Technical Specification Clause 1501

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.

Interlocking Tiles - Rubber moulded reflective Zig-Zag 80mm, Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504

M/s Chopra Traders