TN_16_3

Amount

(A) Road Work: Clearing 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land. Quantity as per Quantity Statement -I.

Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m 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 rotavator 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, 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Mannual Means WBM Grading- II

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

Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical specification Clause 502. (i) Medium Porosity.

Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Semi-Dense Bituminou Concrete (Providing and laying Semi-Dense Bituminous concrete with 100-120 TPH batch type HMP produching an average ouput of 75 tonnes per hour using crushed aggregates of specific grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, layinng with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignement, rolling with smooth wheelled, vibratory and tendem rollers to achieved the desired compaction as per MoSRT&H cl. no. 508. complete in all respect. B. (ii) for Grading - II (10mm nominal size)

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 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.

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. (iv) 80 cm x 60 cm rectangular

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

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm 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

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)

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m 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 RCC Box Culvert. Size : 5.00m x 5.00m, 5 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 : 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

Construction of Rcc railing of M25 grade, cast-in-situ with 20mm nominal size aggrtagate, true to line and grade, tolerance of vertical railing post not exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm as per drewing and technical specification Clause 800, 900 and 1208.3

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 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

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 25 kg beyond curtain wall.

Providing pressure relief pipes 100mm dia in bottom slab of box cell on a filter media base of 500mm × 500mm as per drawing and technical specificatuiomn

P.C.C. M30 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specification etc (A) With crushed stone (I) nominal Mix.

Reinforced Cement Concrete M25 grade Approach Slab including reinforcement and formwork complete as per drawing and tecvhnical specipication etc (A) With crushed 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 RCC Box Culvert. Size : 3.00m x 3.00m, 2 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 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 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 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 Crushed stone: iv. RCC GRADE M25 (a) Height up to 5m

Construction of RCC railing M25 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 posts not to exceed 2000mm as per drawing and technical specification Clause 800,900 and 1208.3

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 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 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

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 (A) With Crushed Stone

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) Protection Work Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) For RCC Box Culvert no. 2/3

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) For RCC Box Culvert no. 2/3

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) For RCC Box Culvert no. 2/3

Making 120cm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete.

ASTROPHER BORGOYARY