SOPD_G_19_20_29 Improvement of Mohkina Kamalabari Road under SOPD-G for the year 2019-20, (Ch 0.00 m to 3500.00 m), Majuli LAC

Amount

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201 A. Lead upto 100 m

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 requirment o{ table300.1 and 300-2 with a lead uoto 1000 m as per Techn

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporling to site, spreading, grading to required slope and comoacted to meet reouir

Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing bY mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired densitY, complete as oer

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled 80-100 KN static roller in staoes to orooer orade and ca

Providing and laying lnterlocking Cocrete block Pavement (M40) having thickness 80mm as Per technical specification clause 1504 complete includinq Edge restraints.

Providing and fixing of tYPical PMGSY informatory sign board with Logo as per MORD sPecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle Plate dulY welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii)Ordinary Kilometre Stone (precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200m stone

Speed Breaker Provision of Rumble StriPes coveredwith premix carPet 15.2mm high st 250 mm wide Placed at 1 m centre to centre at aPProved locations to control sPeed, marked with white striPs of road marking

Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701 .2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0,9sqm suPPorted on 2 inch dia Gl pipe firmly fixed to the ground by means of properly design foundation with M-'15 grade Cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specifcation clasue 1701 60 cm Equilateral triangle

Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701 .2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on 2 inch dia Gl pipe firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specifcation clasue 1701 60 cm Circular

Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701 .2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on 2 inch dia Gl pipe firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 x 450 x 600, 600 mm below ground level as per approved drawing and technical specifcation clasue '1701 80x60cm rectangular

Earth work in excavation for foundation of structures as per drawing and technical specification, lncluding settingout, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I ) Ordinary Soil -Manual Means

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) PCC M10

Plain/Reinforced cement concrete, in open foundation complete as Per drawing and technical specification including steel shuttering formwork. PCC Grade M15

Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification and steel shuttering formwork RCC Grade M 20

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork PCC Grade M15

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork RCC Grade M 20

Providing and laying reinforced cement concrete in super structure as Per drawing and Technical Specification Clause 1205 5

Reinforcement in SuPer Structure: Supplying, fitting and placing HYSD bar reinforcement in super-structure including splicing complete as per drawing and technical specifi cations

Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope 1V:20H towards drawing face. Complete

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical SPecification. Cum 44.50 1,453.25 64669.63

Sanjib Sarma

PANKAJ KHANIKAR

BITUPON DOLEY