SOPD_G_20_21_143 Construction of road from (i) Goroimari to Singori pukhuri via Rengonijhar-1, (ii) Goroimari to Singori pukhuri via Rengonijhar-2, (iii) Dewalaya gaon to Tezpur airport connecting road under SOPD-G for the year 2020-21, Tezpur LAC

Amount

Goroimari to singori pukhuri via Renganijhar (1) Setting Out (v) Typical benchmark as per Drawing 200.1

Setting Out (vi) Typical reference pillar as per Drawing 200.2

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of s........disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means-, In area of non thorny jungle

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and..........l Specification Clause 202. (i)Upto 600 mm dia Hume pipe

Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures .........with all lift and lead of 1000 m as per Technical Specification Clause 202. B. Cement mortar

Dismantling Kilometre Stones Dismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202. Ordinary km Stones

Dismantling Kilometre Stones Dismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202. 200 m stone

Cutting of trees, including cutting of trunks, branches and removal o........... means with all lifts as per Technical Specification Clause 201. Girth above 300 mm to 600 mm

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with ......................of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ..(i) Private land

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved ..........f Table 300.2 with 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 ..........the desired density, complete as per Technical Specification Clause 401. (ii) For Grading Material (Gr - II )

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound ............ of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, ....... required density Grading 3 as per Technical Specification Clause 405......By Manual Means

Prime-Coat Low porosity: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base 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

Tack-coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Semi dense bituminous concrete(Waste Plastic Technology) using Bituminous Binder mixing with processed waste plastice (as per IRC-SP;98-20130 by replacement of 8% Bitumen binder by weight. ....... proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013) for grading II.

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. Ordinary soil Upto 3 m depth

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A Brick Masonry in 1:4 cement mortar

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed Stone RCC Grade M 25 For height upto 5 m

Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Providing concree for plain /reinfoced concrete in open foundation complete as per drawing and clauses

Providing concree for plain /reinfoced concrete in open Substracture complete as per drawing and clauses

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. (B) 1000 mm dia Rate as per F-8

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

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 200m Stone(Precast)

B. Semi Reflective Traffic Signs Providing and fixing of semi ..... ...........sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii 600mm equilateral triangle

Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical Title informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1

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

Goroimari to singori pukhuri via Renganijhar (2) Setting Out (v) Typical benchmark as per Drawing 200.1

Setting Out (vi) Typical reference pillar as per Drawing 200.2

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of s........disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means-, In area of non thorny jungle

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and..........l Specification Clause 202. (ii)Upto 600 mm To 900 mm dia Hume pipe

Cutting of trees, including cutting of trunks, branches and removal o........... means with all lifts as per Technical Specification Clause 201. Girth above 300 mm to 600 mm

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with ......................of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ..(i) Private land

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved ..........f Table 300.2 with 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 ..........the desired density, complete as per Technical Specification Clause 401. (ii) For Grading Material (Gr - II )

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound ............ of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, ....... required density Grading 3 as per Technical Specification Clause 405......By Manual Means

Prime-Coat Low porosity: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base 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

Tack-coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Semi dense bituminous concrete(Waste Plastic Technology) using Bituminous Binder mixing with processed waste plastice (as per IRC-SP;98-20130 by replacement of 8% Bitumen binder by weight. ....... proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013) for grading II.

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. Ordinary soil Upto 3 m depth

Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Providing concree for plain /reinfoced concrete in open foundation complete as per drawing and clauses

Providing concree for plain /reinfoced concrete in open Substracture complete as per drawing and clauses

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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. (B) 1000 mm dia Rate as per F-8

Providing and laying of cource rubble Masonry comlpeteaas per draring and technicl specification clause 1303.3

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

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 200m Stone(Precast)

Trafic - Signs B. Semi Reflective Traffic Signs Providing and fixing of semi ..... ...........sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii 600mm equilateral triangle

Trafic - Signs B. Semi Reflective Traffic Signs Providing and fixing of semi ..... ...........sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 IV 800x600 mm Rectangle

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Road Markers/Road Stud with Lens Reflector roviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1

Providing and fixing of typical Title informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1

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

Dewalayagaon to Tezpur airport connecting road Setting Out (v) Typical benchmark as per Drawing 200.1

Setting Out (vi) Typical reference pillar as per Drawing 200.2

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of s........disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means-, In area of non thorny jungle

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and..........l Specification Clause 202. (i)Upto 600 mm dia Hume pipe

Dismantling Kilometre Stones Dismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202. Ordinary km Stones

Dismantling Kilometre Stones Dismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202. 200m Stones(Precast)

Cutting of trees, including cutting of trunks, branches and removal o........... means with all lifts as per Technical Specification Clause 201. Girth above 300 mm to 600 mm

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with ......................of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ..(i) Private land

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved ..........f Table 300.2 with 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 ..........the desired density, complete as per Technical Specification Clause 401. (ii) For Grading Material (Gr - II )

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound ............ of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, ....... required density Grading 3 as per Technical Specification Clause 405......By Manual Means

Prime-Coat Low porosity: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base 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

Tack-coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Semi dense bituminous concrete(Waste Plastic Technology) using Bituminous Binder mixing with processed waste plastice (as per IRC-SP;98-20130 by replacement of 8% Bitumen binder by weight. ....... proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013) for grading II.

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. Ordinary soil Upto 3 m depth

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed Stone PCC Grade M 10

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Providing concree for plain /reinfoced concrete in open foundation complete as per drawing and clauses

Providing concree for plain /reinfoced concrete in open Substracture complete as per drawing and clauses

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. (B) 1000 mm dia

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing and laying of coursed dry rubble flooring complete as perdrawing and technical specification

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

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 200m Stone(Precast)

Trafic - Signs B. Semi Reflective Traffic Signs Providing and fixing of semi ..... ...........sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 80x60 cm rectangular

Trafic - Signs B. Semi Reflective Traffic Signs Providing and fixing of semi ..... ...........sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 60 cm equilateral triangle

Trafic - Signs B. Semi Reflective Traffic Signs Providing and fixing of semi ..... ...........sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 60 cm equilateral triangle

Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 ii 60cm circular

Providing and fixing of typical Title informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1 Providing and fixing of typical Citizen informatory board and maintanence informatory board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ............drawing Clause 1701 and Annexure 1700.1

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

Rajib Koch

Md. Manuwar Hussain

SRI.LALIT KUMAR AGARWALLA

M/S PARIMAL SAIKIA

Mousum Bora