APART/NOCP/ROADS/K-01

Amount

Setting Out Reference Bench Mark and Bench Mark pillar as per MORD and Technical Specifications Clause No.- 100 Typical benchmark as per drawing .

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned with all lead and lift including removal and disposal of top organic soil not exceeding 150mm thickness.

Construction of Embankment with materials obtained from borrow pits, with all lead and lift. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 . as per MORD technical specification clause 301.5. From private land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 as per MORD technical specification clause 303.1 From private land

Construction of granular sub-base by providing well graded meterials, spreading in uniform layers (with drainage layer) 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 MORD technical specification clause 401 . (i) for grading II material

Providing ,laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including transporting of materials with all lead and lift spreading at site 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 to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-2 as per MORD technical specification clause 405 Using stone screening type A -13.2 mm size

Providing ,laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including transportation of materials with all lead and lift spreading at site 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 to fill up the interstices of coarse aggregates, watering and compacting to the required density of grading-3 as per MORD technical specification clause 405 using stone screening Type-B 11.2 mm

Interlocking Concrete Block Pavement Providing and laying of interlocking Concrete Paver Block of Grade M-40 concrete having thickness 80 mm over a bedding sand of 30 mm thick in Double Herringbone pattern and as per MORD technical specification clause 1504 complete including carriage of materials including Paving Edge Block but excluding CC Edge Restraint (Edge restrainer shall be paid seperately)

Providing and laying plain concrete as edge restraint at the edge line of ICBP surface complete as per drawing and MORD technical specification Clause 802, 803, 1202 and 1203 with crushed stone PCC M20 Nominal Mix (1:2:4)

Traffic Signs Retro - reflectorised Traffic Signs Providing an d fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and MORD Technical Specification Clause 801. (ii) 60cm equilateral tringle

Painting lines, dashes, arrows, etc. on road in Two coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demmarcation at dsite and traffic control as per drawing and MORD technical specification Clause 1702

Hectometer Stone Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC :8 fixing in position including painting and printing , etc as per drawing and MORD Technical Specification Clause 1703 (iii) 200 meter Stone (Precast)

Kilometre Stone Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC :8 fixing in position including painting and printing , etc as per drawing and MORDTechnical Specification Clause 1703 Ordinary Kilometer Stone (Precast)

Providing and laying standard single cell pre-cast box culvert (M25) along with RCC wing wall, CC curtain wall, floor protection with CC parapet wall etc. including necessary earthwork in excavation, backfilling,transportation of precast box to the site of work, placing, positioning, jointing with mastic joint sealer, including RCC (M25) pre-cast base slab joining with precast box by grouting all reinforcement complete as per Assam Standard Culverts (ASC) drawing and MORD Technical Specifications Clause 1600, 1700, MORD specification (i) Assam Standard Culvert (ASC) of size 1M x 1M of 7.5 m (comprising of 5x1.50m unit)) as per drawings and MORD technical specification and drawing and as directed by the Engineer-in-charge

Providing and laying standard single cell pre-cast box culvert (M25) along with RCC wing wall, CC curtain wall, floor protection with CC parapet wall etc. including necessary earthwork in excavation, backfilling,transportation of precast box to the site of work, placing, positioning, jointing with mastic joint sealer, including RCC (M25) pre-cast base slab joining with precast box by grouting all reinforcement complete as per Assam Standard Culverts (ASC) drawing and MORD Technical Specifications Clause 1600, 1700, MORD specification (i) Assam Standard Culvert (ASC) of size 2M x 2M of 7.5 m long (comprising of 5x1.50 m unit) as per drawing and MORD technical specification and as directed by the Engineer-in-charge

Sri Bimal Jyoti Mahanta

ANIL DAS