TN_09_1_Const. of road from Ch. R.N. (Pahelipam) road to Daimajing under SOPD for the year 2020-21

Amount

2.2. Clearing and grubbing of road land including uprooting wild vegetation, grass, bushes, shrubs, saplings 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 a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (A) In area of non-thorny jungle

3.4. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 (i) Private land

3.14. Construction of subgrade and earther shoulders with approved material 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 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private land

Construction of granular sub-base 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 achive the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material.

WBM Grading 3: Using stone screening type A 13.2mm for Gr. 3 :- Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN stages to proper grade and camber, applying and brooming, stone screening/binding materials 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.

Inter locking Concrete Block pavement (i) Providing and laying interlocking concrete Block Pavement having thickness 80mm as per Technical specification clause 1504. From Ch. 0.00m to Ch. 2000.00m

10.2 (A) Retro-reflectorsed Traffic Sign (1) Providing and 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 fix over aluminium sheeting, 1.5mm thick supported on a mild steel angle .................. Technical Specification Clause 801. (iv) 80 cm X 60 cm rectangular

(ii) 60 cm equilateral triangle

10.10. Kilometre Stone: 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.

(iii) 200m stone (precast)

HPC with 1000mm dia NP-3 pipes 11.1. Earth work in excavation for foundation of structure as per drawing and tech. Specification Cl. 305 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trences with excavated suitable materials. (i) In ordinary soil (ii) Up to 3m depth.

11.4. Plain cement concrete nominal mix crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and complete by vibration including curing complete.

11.5. Brick masonry work in cement morter 1:3 in foundation complete excepting pointing and disastering as per drawing and technical specification Cl. 602, 603, 604, 1202 & 1204. (1) In cement morter 1:3

11.5. Brick masonry work in cement morter 1:3 in substructure complete excepting pointing and disastering as per drawing and technical specification Class 602, 603, 604, 1202 & 1204. (1) In cement morter 1:3

Plastering with cement morter (1:3) proportion on brick work in substructure as per technical specification clause 313.3 & 1204.

9.3. Providing and laying RCC Pipe NP3 as per design in single row. Providing and laying RCC NP3 pipe for culvert on first class bedding of granular materials in single row including fixing coller with cement mortaer 1:2 but excluding excavation & protection work, back filling concrete & masonary works in head walls and parapets, clause 1106. (b) 1000mm dia. pipe

HPC with 600mm dia NP-3 pipes 11.1. Earth work in excavation for foundation of structure as per drawing and tech. Specification Cl. 305 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trences with excavated suitable materials. (i) In ordinary soil (ii) Up to 3m depth.

11.4. Plain cement concrete nominal mix crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and complete by vibration including curing complete.

11.5. Brick masonry work in cement morter 1:3 in foundation complete excepting pointing and disastering as per drawing and technical specification Cl. 602, 603, 604, 1202 & 1204. (1) In cement morter 1:3

12.1. Brick masonry work in cement morter 1:3 in substructure complete excepting pointing and disastering as per drawing and technical specification Class 602, 603, 604, 1202 & 1204. (1) In cement morter 1:3

Plastering with cement morter (1:3) proportion on brick work in substructure as per technical specification clause 313.3 & 1204.

9.3. Providing and laying RCC Pipe NP3 as per design in single row. Providing and laying RCC NP3 pipe for culvert on first class bedding of granular materials in single row including fixing coller with cement mortaer 1:2 but excluding excavation & protection work, back filling concrete & masonary works in head walls and parapets, clause 1106. (b) 600mm dia. pipe

Slab Culvert of 4m Span 11.1. Excavation for structure (Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavated trenches with the suitable materials. I. In ordinary Soil (Upto Height 3.00m depth)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203. B. With Natural Gravel (I) PCC Grade M-10 (Nominal mix 1:3:6)

11.4. Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 B. With Natural Gravel (II) PCC Grade M- 20 (Nominal mix 1:2:4)

12.5. Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. B. With Natural Gravel (II) PCC M-20 for height upto 5m, Nominal mix 1:2:4

13.2. Supplying fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Shyam steel/RINL in super srtructure complete as per drawing and technical specification clause 1002, 1010 and 1202.

13.1. Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5 B. With Natural Gravel (II) RCC Grade M-20 (i) Nominal mix 1:2:4 (a) Heighty up to 5.00M slab

13.5. Providing and laying reinforced cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 B. With Natural Gravel

13.10. Drainage spout complete as per drawing and technical specification clause 1209.

Filler Joint : Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6 percent bitumen by weight

12.9. Providing weepholes in brick masonry/stone, plain/reinforced concrete aboutment, wing wall, return wall with 100mm dia AC pipe extending trough the full width of the structures with slope of 1 (V) : 20 (H) towards drawing face complete as per drawing and tech.

DHARAMSING NARZARY