TN_16_10

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 to water bound macadam specification including spreading in uniform thickness, handpacking, 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 TechnicalSpecification Clause 405. (A) By Manual Means W.B.M.-III

Providing and laying interlocking concrete block pavement (M 40) having thickness 80mm as per technical specification clause 1504 including carraige (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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60 cm 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 60 cm 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (v) 60 cmx 60 cm 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 exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm 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. i) 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. ii) 200 m stone (precast)

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts 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 saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year,

(B) Construction of RCC Box Cell bridge, Size : 4.00 × 4.00m , 3 cell, 1 No. 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

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 : iii) 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: (II) RCC GRADE M25 (a) Height up to 5m

Construction of RCC of M 25 grade, cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm as per drawing and technical specification Clause 800, 900, 128.3

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 TMT(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 A. With Crushed stone :

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

Drainage spouts complete as per drawing and technical specification Clause 1209

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

P.C.C. m15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specification clause 800 and 1211. (A) With crushed stone (i) Nominal Mix (1:2. 5:5)

Reinforced Cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification clause 800 and 1211 etc (A) With Curshed stone

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) Construction of RCC Box Cell bridge, 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 deleteriors material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. I. Ordinary Soil (i) upto 3.00m 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 : iii) 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 specification 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 drawing and technical specification Clause 802, 804, 806, 807, 1202 & 1204 A. With Crushed stones: 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: (II) 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

Black 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 25kg 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

(D) Construction of RCC Box Cell bridge, Size : 1.00 × 1.00m , 1 cell, 3 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 deleteriors material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. I. Ordinary Soil (i) upto 3.00m 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: (II) 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 A. With Crushed stone :

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

Black 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

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

Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5 nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25 cm center to center and places over 20cm dia, jungle wood dham, 15cm dia jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholula Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mm×100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka banboo post placed at 210 cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department

NABA BASUMATARY