SOPD_G_20_21_227 Construction of road by ICBP (1) Dubia Railway Station road (From Ch. 0.00 to 369.00 m), (2) Dubia Borigaon road, (3) Pahukata to Tihulabari road, (4) Cross drainage work (Box Culvert 3.00 m x 3.00 m, 3 cell) at 5/2 and 5/3 Baisistha

Amount

Dubia Railway Station Road (From CH.0.00M to CH.369.00M ) Clearing and Grubbing Road Land 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. By Manual Means (A) In area of non thorny jungle

Construction of Embankment with Material Obtained from Borrow Pits 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. From private land

Construction of Subgrade and Earthen Shoulders 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. From private land

Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place Method 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 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., WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III

Providing and laying of Interblocking Concrete Block Pavement (M40) having thickness 80mm as per Technical specification Clause 1504.

Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting --- 600 mm below ground level as per drawing and sign (all the steel work must be TATA/Sail). (1) 60cm equilateral triangle

Dubia Borigaon Road Clearing and Grubbing Road Land 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. By Manual Means (A) In area of non thorny jungle

Construction of Embankment with Material Obtained from Borrow Pits 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. From private land

Construction of Subgrade and Earthen Shoulders 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. From private land

Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place Method 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 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., WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III

Providing and laying of Interblocking Concrete Block Pavement (M40) having thickness 80mm as per Technical specification Clause 1504.

Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting --- 600 mm below ground level as per drawing and sign (all the steel work must be TATA/Sail). (1) 60cm equilateral triangle

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil I. Upto 3 m depth

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding of pipe Type B (First Class) Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) (ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1) P.C.C grade M 10 Nominal Mix 1:3:6

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

Providing and laying of dry rubble flooring complete as drawings and technical specifications Clause 1303.3

Pahukata to Tihulabari Road Clearing and Grubbing Road Land 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. By Manual Means (A) In area of non thorny jungle

Construction of Embankment with Material Obtained from Borrow Pits 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. From private land

Construction of Subgrade and Earthen Shoulders 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. From private land

Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place Method 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 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., WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III

Providing and laying of Interblocking Concrete Block Pavement (M40) having thickness 80mm as per Technical specification Clause 1504.

Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting --- 600 mm below ground level as per drawing and sign (all the steel work must be TATA/Sail). (1) 60cm equilateral triangle

Cross Drainage work(Box Culvert 3.00mx3.00m,3 cell) at 5/2 and 5/3 Baisisthapur Road Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil Upto 3 m depth

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

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

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

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With crushed Stone

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With crushed Stone B.R.C.C grade M 25

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A.With crushed stone

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as pe

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 II. Sandy material

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Khabow Centre to Deorigaon road (From Ch. 1300.00 to 1810.00 m) Clearing and Grubbing Road Land 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. II)By Manual Means I)In area of thorny jungle

Construction of Embankment with Material Obtained from Borrow Pits 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. From private land

Construction of Subgrade and Earthen Shoulders 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. From private land

Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place Method 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 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., WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete including carriage (Including Edge restraint)

RCC Guard Post Supplying Fitting and Fixing RCC Guard post size 15 cm dia 150cm long 75 cm above the ground and 75 cm below the groundProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.15 cm dia with 4-12 mm Tor Bar

A) Retro-reflectorised Traffic Signs Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 ground level as per drawings and technical specification Clause 801 iv) 800mm x 600 mm rectangular

A) Retro-reflectorised Traffic Signs Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 ground level as per drawings and technical specification Clause 801 II) 60 cm Equilateral Triangle

A) Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs 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.

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil I. Upto 3 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification Claouse 802,803,1202 & 1203 PCC grade M10 (Nominal Mix 1:3:6)

Bedding of pipe Type B (First Class) Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) (ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

Providing concrete for plain/ reinforced concrete in Substructure complete as per drawings and technical specification Claouse 806,807,1202 & 1204 (I)PCC grade M15 (Nominal Mix 1:3:6)

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

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

Providing and laying dry rubble flooring

Bridge approach (Br. No. 10/1) on Kothalkuchi to Rajabari road Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I.By Manual Means, c)Reinforced Cement Concrete

Clearing and Grubbing Road Land 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. II)By Manual Means I)In area of thorny jungle

Construction of Embankment with Material Obtained from Borrow Pits 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. From private land

Construction of Subgrade and Earthen Shoulders 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. From private land

Granular Sub-base with Well Graded Material (Table 400.1) A) By Mix in Place Method 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 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., WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III

Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete including carriage (Including Edge restraint)

RCC Guard Post Supplying Fitting and Fixing RCC Guard post size 15 cm dia 150cm long 75 cm above the ground and 75 cm below the groundProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i)Stone/Boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees 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 1000m including removal and disposal of top organic soil not exceeding 150mm 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 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 3002-2 with a lead upto 1000m as per Technical Specification Clause 301.5 ( i ) From private land

Construction of sub grade and earthen shoulders with approved materials 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 1000m as per Technical Specification Clause 303.1 ( i ) From 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. ( i ) For Grading II Material

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and booming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. A) By Manual Means ii) Hard broken metal from river boulder Grading III 53mm to 22.4 mm and Screening Type-B

Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). (i) 60 cm equilateral triangle

Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). (ii) 60 cm circuler

Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). (iii) 60cmx45cm rectangle

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (i) Sand Filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clouse 802,803,1202 & 1203. (I ) PCC grade M10 Nominal mix 1:3;6

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

Providing and laying dry rubble flooring--

Single Cell Box Culvert (3mx3m) at Borani Pathar Bamun Bari Road Dismanting of existing structure like culverts, bridges, retaining wall and other structure comprising of masonry, cement concrete wood work, steel work including T&P and scaffolding where ever necessary, soting the dismantled material disposal of an un servicable material and stacking the servicable material with all lifts and lead of 1000 metres as per technical specification as per MORTH Clause No. 202 Reinforced cement concrete

Earthwork in excavation for structuresas per drawings and technical specifications clause 305.1, including setting out, construction of shoring and bracing removal of stumps and other deleterious materials disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials. i) in ordinary soil i) upto 3 m depth

Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification and clause 802,803,1202&1203. PCC grade M15 Nominal Mix (1:2.5:5)

Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification and cl 802,803,1202&1203. RCC Grade M 20

Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 802, 804,805,807,1202 and 1204 IV) RCC Grade M 20 i) Height upto 5.0m

Providing and laying cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5 A) With Crushed stones II) RCC M 20 For nominal mix 1:2:4 (A) Hight up to 5m

Providing and laying cement concrete wearing coat M 30 gradeincluding reinforcement complete as per drawing and technical specifications clauses 800,1206.3

Construction of RCC railing of M 25 grade, in cast in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not exceed 1 in 500, centre spacing between vertical posts not to exceed 2000mm as per drawingand technical specifications clauses 800,900and 1208.3

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per MORTH clause 1000,1202.

Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawing and technical specifications as per MORTH clause 1002,1005,1202

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications as per MORTH clause 1002,1010,1202

Providing laying curtain wall complete as per technical specification Clause 1304. (III) Cement concrete M10

Earthwork in excavation for structuresas per drawings and technical specifications clause 305.1, including setting out, construction of shoring and bracing removal of stumps and other deleterious materials disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials. i) in ordinary soil i) upto 3 m depth

Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification and clause 802,803,1202&1203. RCC Grade M 20

Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 802, 804,805,807,1202 and 1204 IV) RCC Grade M 20 i) Height upto 5.0m

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per MORTH clause 1000,1202.

Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawing and technical specifications as per MORTH clause 1002,1005,1202

Construction of flaxible appron 1m thick comprising of loose stone boulder weighting not less then 25 kg beyond curtain wall.

Providing and laying pitching on slope laid overr prepared filter media cl 1302 Stone/ Boulder

Providing and laying fillter materials underneath pitching in slope cl 1302

Approch Road of Culvert From 0.00 to 100.00m and 110.00 to 200.00 m Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 3002-2 with a lead upto 1000m as per Technical Specification Clause 301.5

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. (I) For grading II meterial For Ch 29.00m to 39.00m

SANJAY KUMAR AGARWALLA