Kachomari Ghat to Sukleswar Temple

Amount

Clearing Grass and Removal of Rubbish ( clearing grasss and removal of rubbish upto a distance of 50m outside the periphery of the area.)

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres)

By Mix in Place Method (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 cl.401 (Including cost of testing of materials at site and laboratory as directed by the deptt.) For Grading II material.

Wet Mix Macadam (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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:156582006 including all lead and lift complete as per technical specification and as directed. 80 mm thick interlocking precast blocks having compressive strength of 40N/Sq.mm.

Providing and laying M-40 grade cement cum 9514.2 0 concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.

Excavation in Soil by Manual Means. (a) (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to mbankment site with all lifts and lead upto1000 metres.)

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

Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mchanically mixed , place in foundation and compacted by vibration including curing for 14 days PCC 1:3:6 in Foundation.

Supplying,fittingandplacingTMTIS:1786(Fe500)bar reinforcement in sub-structure complete as per drawing and technical specifications

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.

Construction of R.C.C. wheel guard ( Size 250mm x 350mm )

Supplying fitting and placing S.S. Railing as per drawing and technical specification. S.S. Railing (Normal)

S.S. Railing (Double Chain)

S.S. Railing (Stair Case)

Applying one self- priming coat of Unicem "Shakti" brand of required shade over freshly plastered wall surface after throughly brooming the surface free from mortar dropping and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department.

Finishing old/ new wall with water proofing weather coat smooth anti - fungal exterior painting of Apex brand of Asian paints and of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels ( Two coats)

Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. I) With 1st class bedding of granular material A. 1200 mm dia.

R.C.C. Pipe NP-4 heavy duty non presure pipe 1200 mm dia.

R.C.C. Pipe NP-4 heavy duty non presure pipe300 mm dia.

ANIL DAS