TN No. 18/11

Amount

2.2.I.A Clearing and grubbing 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

2.6.B Dismentling of Structures : Dismenling od existing structures like culverts, bridges, retaing walls and othe structure comprising of masonry, cement concrete, wood work, steel work, including T&p and Scaffolding wherever necessary, sorting the dismenteled material, disposal of unserviceable material and staking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete

3.4.i 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

4.1 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 - 11 Materials

3.14.i Construction of subgrade and earthen 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

4.7.3.A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packirg, rolling I 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

6.7.i Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504

Extra for providing and laying Colour Interlocking Concrete Block Pavement as per technical specificaton clause 1504 complete including carriage

10.2.A.2.v II. 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below Jground level as pere drawings and Technical Specification Clause 1701 (v)600mmx 45 mm rectangul

16.38 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.

4.0 M SPAN SLAB CULVERT 11.1 Earthwork in excavation for structures as per drawing and technical spacifications Clause 305. 1 including setting out, construction shoring and bracing removal of stumps and other deleterious matarial and disposal upto lead of 50 m, dressing of side I. Ordinery Soil (i) Upto 3 m depth

11.4 PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal Mix in foundation with crused stone aggregate 40 mm nominal size Mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) A. With River Gravel. I.PCC grade M 10 Nominal Mix 1:3:6

11.4 Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specifications. B. PCC grade M 15 (i) Nominal Mix (1:2:5:5)

11.6 Stone masonery work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203. I. Coursed rubble masonery

11.4 Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specifications. IV. RCC Grade M20

13.5 Providing and Laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3

12.11 Providing and laying filter media and granular crused aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing

12.9 Providing weepholes in brick masonery/stone masonery, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of (V):20(H) towards drawing face complete as per drawing

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical spacifications Clauses 1002, 1005, 1010 & 1202

13.6 Construction of RCC railling of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of Vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space

13.10 Drainage spouts complete as per drawing and technical specification

1.50 M SPAN SLAB CULVERT 11.1 Earthwork in excavation for structures as per drawing and technical spacifications Clause 305. 1 including setting out, construction shoring and bracing removal of stumps and other deleterious matarial and disposal upto lead of 50 m, dressing of side I. Ordinery soil (i) Upto 3 m depth

11.4 PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal Mix in foundation with crused stone aggregate 40 mm nominal size Mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) A. With River Gravel. I.PCC grade M 10 Nominal Mix 1:3:6

11.4 Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specifications. B. PCC grade M 15 (i) Nominal Mix (1:2:5:5)

11.6 Stone masonery work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203. I. Coursed rubble masonery

11.4 Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specifications. IV. RCC Grade M20

13.5 Providing and Laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3

12.11 Providing and laying filter media and granular crused aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing

12.9 Providing weepholes in brick masonery/stone masonery, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of (V):20(H) towards drawing face complete as per drawing

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical spacifications Clauses 1002, 1005, 1010 & 1202 (I) Abutment Cap Main Bar

13.6 Construction of RCC railling of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of Vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space

13.10 Drainage spouts complete as per drawing and technical specification

3.0 M SPAN SLAB CULVERT 11.1 Earthwork in excavation for structures as per drawing and technical spacifications Clause 305. 1 including setting out, construction shoring and bracing removal of stumps and other deleterious matarial and disposal upto lead of 50 m, dressing of side I. Ordinery soil (i) Upto 3 m depth

11.4 PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal Mix in foundation with crused stone aggregate 40 mm nominal size Mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) A. With River Gravel. I.PCC grade M 10 Nominal Mix 1:3:6

11.4 Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specifications. B. PCC grade M 15 (i) Nominal Mix (1:2:5:5)

11.6 Stone masonery work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203. I. Coursed rubble masonery

11.4 Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specifications. IV. RCC Grade M20

13.5 Providing and Laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3

12.11 Providing and laying filter media and granular crused aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing

12.9 Providing weepholes in brick masonery/stone masonery, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of (V):20(H) towards drawing face complete as per drawing

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical spacifications Clauses 1002, 1005, 1010 & 1202 (I) Abutment Cap Main Bar

13.6 Construction of RCC railling of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of Vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space

13.10 Drainage spouts complete as per drawing and technical specification

SOHANLAL PATWARY

BIJAY PATWARY