Const. including MBt. of a road from (i) Tebil Bonegre to Chinabat (Barikgre) (Length 0 to 5.00Km) (ii) Tebil Bonegre to Chinabat (Barikgre) (Length 5.00 to 9.314Km)(iii) Rongrengre to Akelgre (Gonggre)(7.969 Km)(Balance Work)

Amount

(1) Tebil Bonegre to Chinabat (Barikgre) (0.00-5.00 Km)-Balance work

SITE CLEARANCE

2.5 (i) B Distmantling of existing structures like culverts,bridges,retaining walls & other structures comprosing of masonry,cement concrete,etc.

2.5 (i)C Distmantling of existing structures like culverts,bridges,retaining walls & other structures comprosing of masonry,cement concrete,etc.

SUB-BASE/ BASE COURSE

4.1 (A) (ii) Granular Sub-Base (GSB) Grading II Material

4.7 (2) (A) WBM Grading 2

4.7 (3) (A) WBM Grading 3

BITUMINOUS WORK

5.1 (i) Prime Coat: Bitumen Emulsion SS-1

5.2 (i) Tack Coat: Bitumen Emulsion RS-1

5.10 / 20 mm Thick OGPC

5(a) 5.4 Seal Coat

CROSS DRAINAGE WORKS:1x 1.00m DIA PIPE CULVERT = 7 NOS.

9.1 Earthwork in excavation for foundation of structures upto 3m depth as per drawing

9.9 Plain Cement Concrete M10 (1:3:6) Nominal mix

9.11 (A) Stone Masonry Work in cement mortar in foundation of Head Walls etc

9.3 (B) Providing and laying of NP3 as per design etc

14.7 (I) Providing and laying pitching on slopes laid over prepared filter media as per drawing, etc

14.7 (I) Providing and laying of boulder appron laid in wire crates with 4mm dia GI wire conforming to IS-280, etc

Pointing with cement mortar (1:3) on stone masonry work as per drawing,etc.

CROSS DRAINAGE WORKS:1x 1.50m SPAN SLAB CULVERT

9.1 Earthwork in excavation for foundation of structures upto 3m depth as per drawing

Back filling behind abutment,wing wall,return wall,etc.

Providing concrete (M-15) for plain concrete in foundation complete,etc.

Providing concrete (M-15) for plain concrete in open foundation complete,etc.

Providing concrete (M-15) for plain concrete for substructure complete,etc.

Providing concrete (M-25) for plain/reinforced concrete im superstructure complete,etc.

12.7 Supplying, fitting and placing HYSD bar reinforcement in Superstructure complete, etc

12.9 Providing Weep holes in Brick masonry / stone masonry etc

DRAINAGE WORKS: UNLINED DRAIN

Construction of unlined surface drain of average cross-sectional area 0.4sqm in ordinary rock,etc.

ROAD FURNITURE WORKS

Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD.

Logo Board (As per fig 5 of Road signage under PMGSY published by the NRRDA on Dec. 06)

Logo of PMGSY Project: Providing & fixing of PMGSY Informatory sign board with logo,etc.

Providing and fixing typical " Citizen's Information Board" with logo of PMGSY as per NRRDA.

10.10(i)Construction of 5th Kilometre Stone (Precast) Reinforced cement concrete M 15 grade 5th Kilometre,etc. etc

10.10(ii) Construction of Ordinary Kilometer Stone ( Precast) Reinforced cement concrete M 15 grade ordinary,etc.

ROAD SAFETY AND TRAFFIC SIGN WORKS

Guard Post : Construction of RCC guide post 250 mm dia M15 grade cast-in situ with 20mm nominal size aggregates,etc.

Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cuationary, mandatory and informatory sign as per IRC-67 etc

(ii) 600 mm equilateral triangle

(iii) 600 mm Circular

Providing & erecting direction & place identification of semi refllective sign boards as per IRC-67, etc

Providing Bell Mouth=1 no.&Providing Intersection Improvement=2nos.

Construction ofgranular sub-base by providing well graded material grading 2, spreading in uniform layers, etc

Providing, laying, spreading & compacting stone aggregates of specific sizes to water bound macadam specification, etc.

Providing, laying, spreading & compacting stone aggregates of specific sizes to water bound macadam specification, etc.

Providing & applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base,etc.

Providing & applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm,etc.

Providing & laying & rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates ,etc.

Providing & laying seal coat sealing the voids in a bituminuous surface laid to the specified levels ,etc.

(2) Tebil Bonegre to Chinabat(Barikgre) (5.00-9.314 Km) - Balance work

SITE CLEARANCE

2.2 (ii) (B) Clearing and Grubbing Road Land

2.5 (i) B Distmantling of existing structures like culverts,bridges,retaining walls & other structures comprosing of masonry,cement concrete,etc.

2.5 (i)C Distmantling of existing structures like culverts,bridges,retaining walls & other structures comprosing of masonry,cement concrete,etc.

2.3 A(i) Cutting of Trees including trunks etc

EARTH WORK IN CUTTING AND FILLING

8.3 (ii) (A) Excavation in Hilly areas in soil by Mechanical means including cutting etc

3.7 Removal of unsuitable soil, etc

3.3 Construction of Embankment with approved materials etc

SUB-BASE/ BASE COURSE

4.1 (A) (ii) Granular Sub-Base (GSB) Grading II Material

4.7 (2) (A) WBM Grading 2

4.7 (3) (A) WBM Grading 3

BITUMINOUS WORK

5.1 (i) Prime Coat: Bitumen Emulsion SS-1

5.2 (i) Tack Coat: Bitumen Emulsion RS-1

5.10 / 20 mm Thick OGPC

5(a) 5.4 Seal Coat

CROSS DRAINAGE WORKS:1x 1000mm DIA PIPE CULVERT = 8 NOS.

9.1 Earthwork in excavation for foundation of structures upto 3m depth as per drawing

9.9 Plain Cement Concrete M10 (1:3:6) Nominal mix

9.11 (A) Stone Masonry Work in cement mortar in foundation of Head Walls etc

9.3 (B) Providing and laying of NP3 as per design etc

14.7 (I) Providing and laying pitching on slopes laid over prepared filter media as per drawing, etc

14.7 (I) Providing and laying of boulder appron laid in wire crates with 4mm dia GI wire conforming to IS-280, etc

Pointing with cement mortar (1:3) on stone masonry work as per drawing,etc.

CROSS DRAINAGE WORKS:4 x 1.50m & 1 x 2.00m & 1x3.00m SPAN SLAB CULVERT = 6 NOS.

9.1 Earthwork in excavation for foundation of structures upto 3m depth as per drawing

Back filling behind abutment,wing wall,return wall,etc.

Providing concrete (M-15) for plain concrete in foundation complete,etc.

Providing concrete (M-15) for plain concrete in open foundation complete,etc.

Providing concrete (M-15) for plain concrete for substructure complete,etc.

Providing concrete (M-25) for plain/reinforced concrete im superstructure complete,etc.

12.7 Supplying, fitting and placing HYSD bar reinforcement in Superstructure complete, etc

12.9 Providing Weep holes in Brick masonry / stone masonry etc

DRAINAGE WORKS: LINED DRAIN

11.1/I (i)Excavation for Structures : Earthwork in excavation for structures as per drawing and technical specifications etc

Providing (M-15) for plain concrete complete,etc.

ROAD FURNITURE WORKS

Logo Board (As per fig 5 of Road signage under PMGSY published by the NRRDA on Dec. 06)

10.10(ii) Construction of Ordinary Kilometer Stone ( Precast) Reinforced cement concrete M 15 grade ordinary,etc.

ROAD SAFETY AND TRAFFIC SIGN WORKS

Guard Post : Construction of RCC guide post 250 mm dia M15 grade cast-in situ with 20mm nomina size aggregatel,etc.

Traffic Signs 10.2 (A)(i) Providing and fixing of retro- reflectorised cuationary mandatory and informatory sign as per IRC-67 etc

(ii) 600 mm equilateral triangle

(iii) 600 mm Circular

Providing Intersection Improvement = 3 nos.

Construction ofgranular sub-base by providing well graded material grading 2, spreading in uniform layers, etc

Providing, laying, spreading & compacting stone aggregates of specific sizes to water bound macadam specification, etc.

Providing, laying, spreading & compacting stone aggregates of specific sizes to water bound macadam specification, etc.

Providing & applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base,etc.

Providing & applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm,etc.

Providing & laying & rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates ,etc.

Providing & laying seal coat sealing the voids in a bituminuous surface laid to the specified levels ,etc.

(3) Rongrenggre road to Akelgre (Gonggre) (7.969Km) - Balance work

Site Clearance

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. (I) By Manual Means (B) In area of thorny jungle

Earthwork in Hill Road

Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Disposal of Unsuitable Earth

Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m.

Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Katcha Track and Track in River Bed/Nallah Bed and Choe Bed Debris disposal at Chainage 720.00 on LHS of the Road & 3960.00 m on the RHS of the road.

Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.

Construction of Earthen Shoulders Construction of 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.

Compacting Original Ground Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Surface Drains in Soil

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means

Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.

Granular Sub-base with Well Graded Material (Table 400.1) 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. (A) By Manual Means

WBM Grading 2

WBM Grading 3

Bituminous Items

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 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Seal Coat Type C Providing & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510 (Excluding Loading, Unloading, Haulage, VAT and Labour Cess) (II) Bitumen Emulsion

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

5th Kilometre Stone (precast)

Ordinary Kilometer stone (precast)

Traffic Signs 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 50mm 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 ground level as per drawing and Technical Specification Clause 1701

600 mm equilateral triangle

600 mm circle

Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6

Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001

Cross Drainage Works

Dismantle of existing structure 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. Manual Means (B) Cement Concrete

(C) Reinforced cement concrete

Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

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.

Upto 3.0m depth

Depth 3.M to 6 m depth

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

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

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 (B) 1000 mm dia Pipe

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109 (A) In 1:4 cement mortar

Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204 (iii) In 1:5 cement mortar

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 I. Rubble stone laid in cement mortar 1:3

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

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

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

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 and technical specification Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 RCC Grade M 20 Nominal Mix 1 : 2 : 4

Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4 Coursed rubble masonry (1st sort)

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 10

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

Providing 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.

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2

Seal Coat Providing and laying seal coat using bituminous Emulsion sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M25

Supplying, fitting and placingTMT bar reinforcement 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 For height upto 5 m R.C.C. grade M 25

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25

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

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 per drawing and technical specifications Clauses 800, 900 and 1208.3

Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3

Drainage spouts complete as per drawing and technical specifications Clause 1209

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

MAINTENANCE (1) Tebil Bonegre to Chinabat (Barikgre) (0.00-5.00 Km)-Balance work

Maintenance for 1st Year

Maintenance for 2ndYear

Maintenance for 3rdYear

Maintenance for 4thYear

Maintenance for 5th Year

MAINTENANCE (2) Tebil Bonegre to Chinabat (Barikgre) (5.00-9.314 Km) - Balance work

Maintenance for 1st Year

Maintenance for 2ndYear

Maintenance for 3rdYear

Maintenance for 4thYear

Maintenance for 5th Year

Maintenance (3) Rongrenggre road to Akelgre (Gonggre) (7.969Km) - Balance work

Maintenance for 1st year

Maintenance for 2nd year

Maintenance for 3rd year

Maintenance for 4th year

Maintenance for 5th year