Chandanpur, Ganeshpur Road

Amount

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.

Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.), 'from private land

Construction of Granular Sub Base (GSB) by providing close graded materials, 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 cl.401 (with an initial lead of 5 Km.) (ii) for Grading-II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B) Grading-III material

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mixed design, transported to the site, laid with a fixed form or slip form paver, spread , compacted and finished in a continuous operation includuing provision of contraction, expansion, construction and longitudinal joints, joint filler, seperation membrane, sealent primer, sealent joint , debonding strips dowel bar, tie rod, admixured as approved, curing compopund, finishing to lines and grades as per drawing. (Including carriage of mixed materials up to 10.0 Km initial lead from mixing plant.)

Construction of Stone Masonry Guard Wall (R/S & L/S) :- Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and Bottom ,backfilling the excavated earth to the extent required andutilising the remaining earth locally for road work.) Ordinary Soil (Depth up to 3.00 m)

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification, Random Rubble Masonry (including loading & unloading by manual means )

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures with three months replacement warrenty and free maintenance.

Providing and erecting Median Markers which shall be made of tough, high impact resistant, injection-moulded, thermoplastic body with an isosceles trapezoid structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness shall not be less than 1.8 mm. The palstic used for moulding the Median Marker shall have a minimum notched izod impact strength value 600 J/m at room temparature, when tested in accordance with ASTM D256 shall retain 70% of this value when sujected to accelerated weathering for 1000 hours as per ASTM G 155. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The median marker shall have fluroscent yellow color retro-reflective sheeting of size not les than 8.5cmX8.5cm and with fully reflective microprismatic cube corners as its retro-reflective elements and meets ASTM D 4956 type IX specification. The retro-reflective sheeting shall be on both sides of the median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage etc. The median marker shall by a combination of epoxy adhesive and grouting as per manufacturers' recommendation completed as directed by engineer. The material should be accompanied with pre-quanlification warranty from the manufacturer.

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand), 60 cm equilateral triangle

Sri Ajit Sarma