TN_16_2

Amount

(A) Road Work: Cleaning and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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.

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 Table 300.1 and 300.2 with lead upto 1000m as per Technical Specification Clause 301.5 (I) Private Land.

Construction of sub-grade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trandporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000m as per Technical specification clause 303.1 (i) Private land.

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 roravator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in place Method (ii) For Grading II Material.

Providing laying spreading and compacting stone aggregates of specific sizes fo water bound macadam specification inclueding 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 coarseaggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means WBM Grading- III

Providing and laying interlocking concretr block pavement (M 40) having thickness 80mm as per technical specification clause 1504 including carrige (including Edge restraint)

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 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm × 75mm × 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm × 450mm × 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60cm equilateral tringle

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 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm × 75mm × 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm × 450mm × 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (iii) 60cm circular

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 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm × 75mm × 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm × 450mm × 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. (v) 60cm × 60cm Square

Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 × 75 × 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 × 450 × 600, 600mm below ground level as per approved drawing and Technical Specification Clause 1701.

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 Kilometer 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) 200 m stone (precast)

Construction of RCC guide post of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2

Planting of Trees and their Maintenance for three Year (planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the sapling, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year,

(B) Construction RCC Box Culvert : L-7.50m, size : 2.00 × 2.00m, 1 cell, 2 Nos Earth work in excavation of foundation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavation material. i) Ordinary Soil (i) upto 3.00 m depth

Sand Filling in foundation trenches as per drawing and Technical Specification 305.3.9

PCC 1:3:6 in foundation providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With Crushed Stone : i) PCC Grade M10 (i) Nominal Mix 1:3:6

PCC 1:2:4 in foundation providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With Crushed Stone : iii) PCC Grade M20 (i) Nominal Mix 1:2:4

Plain/ Reinforced cement concrete in sub- structure complete as per drewing and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204. A. With Crushed Stone : iv) RCC Grade M25 (i) Height up to 5m

Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification Clause 800, 1205.4 & 1205.5 A. With Crudhes stones: (iv) RCC GRADE M25 (a) Height up to 5m

Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/ RINL) in sub structure complete as per drawings and technical specifications Clause 1002, 1005, 1010 & 1202.

Supplying, fitting and placing TMTTMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/ RINL) in super structure complete as per drawings and technical specifications Clause 1002, 1010 & 1202.

Providing and laying concrete wearing course M30 Grade including reinforcement complete as per drawing and technical specification Clause 800 and 1206.3 B. With Natural Gravel :

Providing weepholes in brick/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structures with slope of 1(V) : 20(H) towards drawing force complete as per drawing and technical specification Clause 614, 709, 1204.3.7

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 A. Granular Materials

Providing and laying curtain walls complete as per drawing and Technical Specification Clause 1304 iii) Cement concrete grade M10

Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.

Painting two coats including primer coat after filling the surface with synthetic enamal paint I all shades on new, plastered/ concrete surfaces per drawing and technical specification clause 1701

(C) HPC Culver, NP-3 Size, :: 1000.00mm 1 No. Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and botton and backfilling with approved material. I. Ordinay Soil. A. Manual Means. (i)Upto 3.00 M dept.

Bedding of Pipe Type A (Concrete cradle bedding) Laying concrete cradle bedding with M-15 grade cement concrete

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (c) 1000 mm dia

Brick masonary work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109. A. Brick masonary in 1:4 cement mortar.

Plastering with Cement Morter (1:4), 15mm thick on brickwork in substructure as per technical specification.

Painting two coats including primer coat after filling the surface with synthetic enamal paint I all shades on new, plastered/ concrete surface as per drawing and technical specification clause 1701

SANJIT DEKA