RE/RIDF-XXVIII/ Mazbat /1

Amount

Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means ( B ) In area of non thorny jungle

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. Lead up to 100m Girth above 300 mm to 600mm

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. Lead up to 100m Girth above 600 mm to 900mm

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5 (a)From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land

Granular Sub -base with Well Graded Material (Table 400.1) By Mix in place method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material

WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III 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 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means.

Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints

Providing and laying of boulder apron laid inwire crates with 4mm dia GI wire conforming to IS: 280 and IS: 4826 in 100 mm x 100mm mesh (woven diagonally) including 10 % extra for laps and joints laid with stone boulders weighting not less than 25 kg each as per drawing and technical specifications clause 1301

Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made up of high intensity encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x 25x 4mm supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 90cm equilateral triangle

Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made up of high intensity encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x 25x 4mm supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 60cm equilateral triangle

Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made up of high intensity encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x 25x 4mm supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 600 mm below ground level as per drawings and technical specification Clause 801 i) 60cm circular

Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made up of high intensity encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x 25x 4mm supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 600 mm below ground level as per drawings and technical specification Clause 801 iv) 80cm x 60cm rectangular

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 recommended by the manufacturers with three months replacement warranty and free maintenance.

Reinforced cement concrete M15 Grade Kilo Metre 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. (i) Ordinary Kilometer stone (Precast)

Reinforced cement concrete M15 Grade Kilo Metre 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. 200 th m stone (Precast)

Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.

Providing RCC post gate for restricting heavy vehicular traffic as per approved drawing and design in DPR and as directed by the Department.

Hume pipe culvert Earth work in excavation of foundation of structures as per drawing and technical specifications Clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth

PCC M 10 (1:3:6) in Foundation (Plain cement concrete 1:3:6 nominal mix in levelling course below open foundation of Head walls as per drawing and technical specification.

Plain/ Reinforced cement concrete in open foundation complete as per Drawing and technical specifiacations

Providing and laying RCC pipe NP 3 for culvert on first class bedding of granular materials in single row including fixing of collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106

Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.

M/S Raj Kumar Jain

BHASKAR JYOTI HALOI

Nuruddin Ahmed Pathan

Md Alaluddin

MEERA DAIMARI

Sri Minon Mochahari

NELSON BASUMATARY