Construction of Approach PCC Road, Cross Drain and Both Side Paver block Near Usha Martin Tatisilawai Industrial Area JIADA, Ranchi

Amount

Laying and Jointing PVC Pipe. Heading

Excavation in soil with Dozer with lead upto 100 meters ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters ( avrage lead 50 meters ), including triming bottom and side slopes in accordance with requirement of lines, Grade and creoss section).

Sub- Base Course Granular sub-base with Coarse Graded material (table:- 400-2) Construction of granular sub-base by providing coarse 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, completes as per clause 401. for grading -I materials (GSB) Vide section-I, Add 1.0% for extra widening at curve & junction improvement.

Base Course. Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing ) Add 1.0% for extra widening at curve & junction improvement.

Cement concrete pavement (construction of un- reinforced,dowel jointed, palain cement concrete pavement over a prepared su-base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a baching and mixing plant as perapproved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a contious opreation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bars,tie rode, admixturse as approved, curing compound, finishing to lines and grade as per drawing.) Add 1.0% for extra widening at curve & junction improvement.

Cross Drain Excavation for structure (earth work in excavation of foundation of structure as per drawing and technical specication, including setting out, construction of shoring and bracing, removal of stumps and other delterious matter,dressing of side and bottom and backfilling with approved material.)

P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size machanically mixed, placed in foundation and compacted by vibration including curing for dayes.)

Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.M-20 Base slab , Side wall.

Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification.M-20 Slab .

Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.

Brick masonary work in (1:3) in sub-structure comlete excluding pointing and plastering s per drawing and Technical specification Prapaet wall.

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification .Top prapet.Side of prapet.

Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.

Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I.

Road marking with hot Applied thermoplastic compound with refectorising Glass Beads on Bituminous surface (Providing and laying of hot applied thermoplastic compund 2.5mm thick including reflectorising glass beads @ gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to belevel ,uniform and free from streak and holes)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Carriage of material. Brick lead -6 Km.

Cement Lead-10 km.

Sand lead -35Km.

Stone chips lead 11 Km.

Steel Lead -10 K m.

Lobor cess 1%

M/s PAWAN KUMAR BHAGAT