SOPD_G_20_21_230 Construction of road from (1) BB Road (at Lakhi Bazar) to Dakhin Khablarbhita (From Ch. 600.00 to 1600.00 m), (2) BB road to DK road via Madhya Chakirbhita (Construction of SPT Br. No. 2/1, 3/1 including protection works with road),

Amount

(1)Construction of Road from BB Road(At Lakhi Bazar) to Dakhin Khablarbhita (From Ch.600.00m to Ch.1600.00m) 2.2(i)(A) :Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplingsand trees grithupto 300mm, removal of stumpsof such trees cut earlier and disposal of unservicable materials and stacking of serviceable to be used or auctioned , upto a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per T echnical Specification Clause 201. (i) By manual Means. (A) In area of non- throny jungle .

3.4 :Construction of embankment with approvedmaterials obtains from borrow pitswith a lift upto 1.50m, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.1 &300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. By Mechanical Means. Private Land.

3.14 : Construction of sub-grade & earthen shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.2 with a lead upto 1000m as per Technical Specification Clause 303. 1. 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 -II Materials

4.7(3)(A) : WBM Grading -3. Providing, laying spreading and compacting stone aggregates of specific sizes of water bound macadam specification including spreading in uninform thickness, hand packing, rolling 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 mechanical Means.

6.7(A)(i) Interlocking concrete block pavement: Providing and laying interlocking concrete block pavement (M40)having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including edge restraints/block

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) 200m Stone ( precaste )

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) Ordinary Kilometer Stone ( precaste )

10.3(A) (1) : Providing and fixing of reto-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 , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701..

10.2(A)(II):- Providing and fixing of reto-reflectorised cautionarymandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701.. (b) 60cm equilqteral triangle

Supplying,fitting and laying loose with Geo-textile bags of Type-A(1.30mx0.70m)made of Geo-textile non woven fabric sheets of 400 GSM manufactured from plyster/polypylene confirming to relevent ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation,filling Geo bags with sand weighing 126.00Kgs after filling ,stitching the mouth of the filled bags with polypylene or polyster complete as per Technical Specification and as directed . (b) Without Boat

Supplying,stitching and laying of non wooven Geo textile fabric sheet of 400 GSM

Excavation for Structures (Earth work in iexcavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe : Laying concrte caddle bedding with M15 Grade Cement Concrete as per Clause 1105(i)

Brick masonary work in cement mortar 1:3 in sub-structures complete excluding pointing and plastering,as per drawing and technical specifications.

Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular materials 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) 15mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Backfilling in foundation trenches as per drawing and technical specification Clause 1108

(2) Construction of BB Road to DK Road via Madhya Chakirbhita (Construction SPT Br.No.2/1,3/1 including protection works with Road ) 2.2(i)(a) :Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplingsand trees grithupto 300mm, removal of stumpsof such trees cut earlier and disposal of unservicable materials and stacking of serviceable to be used or auctioned , upto a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per T echnical Specification Clause 201. (i) By manual Means. (A) In area of non- throny jungle .

3.4 :Construction of embankment with approvedmaterials obtains from borrow pitswith a lift upto 1.50m, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.1 &300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. By Mechanical Means. 1. Private Land.

3.14 : Construction of sub-grade & earthen shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.2 with a lead upto 1000m as per Technical Specification Clause 303. 1.Private Land.

4.1(A)(II). 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 three wheel 80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By mix in Place Method (II) For Grading -II Materials

ii) WBM Grading - II : Providing, Laying, Spreading and Compacting stone aggregates of Specifice sizes of water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screaning to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-III as per Technical Specification Clause 405. (B) By Manual Means

iii) WBM Grading - III : Providing, Laying, Spreading and Compacting stone aggregates of Specifice sizes of water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screaning to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-III as per Technical Specification Clause 405. (B) By Manual Means

Prime Coat Low porosity. Providing and applying Primer Coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 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 rate of 0.25-0.30 Kg/sqm on the prepared dry and hungry bitumenous surface cleaned with Hydaulic brooming as per Technical Specification Clause 503.

20 MM OGPC USING WASTE PLASTIC TECHNOLOGY : 20mm thick Open Graded Premix Carpet using Bituminous Binder mixing with processed waste plastic(as per IRC : SP,98-20130 by replacement of 85 Bitumen binder by weight : Providing laying and rolling of 20mm thick open graded premix carpet thickness not than 20mm at any place coposed of 13.2 mm graded aggregates size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregates size @ 0.09 cum per 10sqm using with bituminous binder @13.432kg per 10sqm(ic 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregates after its heating) as per IRC:SP 98-2013,laying to requiured line,grade and level to serve as wearing in a siutable plant,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades as per technical specification clause 508 to be followed by seal coat eigther Type A ,Type B or Type C as per Technical Specification. Bitumen(VG-30)

5.12(A):Seal Coat . Providing and laying sal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A,Type B, Type C as per Technical Specification Clause 510. A. By mechanical Means. Case-I: Type A.(II)(Bitumen S-65)

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) 200m Stone ( precast)

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) Ordinary Kilometer Stone ( precast)

Direction and place Identification signs upto 0.90sqm size board- 10.3(A) (1) : Providing and fixing of reto-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 , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701.

10.2(A)(II):- Providing and fixing retro-reflectorised cautionary,mandatory and informatory sing as per IRC:67 made of encaptulated 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 75mmx75mmx6mm firmly fixed to the ground by means of properly desinged foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below ground level as per drawing and Technical Specification Clause 1701. (II) 60mm equilateral triangle

16.33(a)Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail.100mm dia/ 100mmx100mm.

8.8 : Construction of RCC guide posts of 250mm dia M15 grade cast in-situ with 20mm nominal size aggregates,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

Supplying,fitting and laying loose with Geo-textile bags of Type-A(1.30mx0.70m)made of Geo-textile non woven fabric sheets of 400 GSM manufactured from plyster/polypylene confirming to relevent ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation,filling Geo bags with sand weighing 126.00Kgs after filling ,stitching the mouth of the filled bags with polypylene or polyster complete as per Technical Specification and as directed . (b) Without Boat

Supplying,stitching and laying of non wooven Geo textile fabric sheet of 400 GSM

Excavation for Structures (Earth work in iexcavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe : Laying concrte caddle bedding with M15 Grade Cement Concrete as per Clause 1105(i)

Brick masonary work in cement mortar 1:3 in sub-structures complete excluding pointing and plastering,as per drawing and technical specifications.

Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular materials 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) 15mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Backfilling in foundation trenches as per drawing and technical specification Clause 1108

SPT Bridge Works Supplying and driving sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30.00 m interval, coaltarring two coats for the required quantity of tar) (b) using Labour (I) Portion of pile actually driven under ground

Supplying and driving sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30.00 m interval, coaltarring two coats for the required quantity of tar) (b) using Labour (ii) Portion of pile remaining above ground

Scarfing and joining piles 25cm to 30cm dia dressed to heart wood 90cm in Length including supplying, fitting and fixing with 2 nos of 50 mmx 10 mm MSFI clamps and 16mm dia MS bolts and nuts etc complete as directed

Supplying and fitting fixing Sal sawn timber beam rectangular in size fitted with M.S cleats,straps,etc supplying spikes etc. as necessary and coal tarring two coats ( Rate is inclusive of the cost of the required quantity of tar)

Labour for fitting and fixing old RS Joist with saddle etc in position including necessary scaffolding and fixing with necessary bolts and nuts (Painting 2 coats )complete

Sal wood work including supplying fitting and fixing complete with necessary MS bolts nuts ,nails, screws, etc and coal tarring 2 (Two) coats with best applied hot ( Rate is inclusive of the cost of the required quantity of tar) (a) undressed in floor planks, collars,bracing, standards wheel guard, struts, railing, runner, belt, rail post etc

Sal wood work including supplying fitting and fixing complete with necessary MS bolts nuts ,nails, screws, etc and coal tarring 2 (Two) coats with best applied hot ( Rate is inclusive of the cost of the required quantity of tar) (b) In Track way planks( alternate nailing to be done with decking in staggered way)

(3) Construction of Road from Galibanda to Mariyam Chupa Chawk Tiniali ( Construction of SPT Br.No 1/1 including protection works with Road) 2.2(i)(A) :Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplingsand trees grithupto 300mm, removal of stumpsof such trees cut earlier and disposal of unservicable materials and stacking of serviceable to be used or auctioned , upto a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per T echnical Specification Clause 201. (i) By manual Means. (A) In area of non- throny jungle .

3.4 :Construction of embankment with approvedmaterials obtains from borrow pitswith a lift upto 1.50m, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.1 &300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. By Mechanical Means. Private Land.

3.14 : Construction of sub-grade & earthen shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.2 with a lead upto 1000m as per Technical Specification Clause 303. 1. 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 -II Materials

4.7(3)(A) : WBM Grading -3. Providing, laying spreading and compacting stone aggregates of specific sizes of water bound macadam specification including spreading in uninform thickness, hand packing, rolling 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 mechanical Means.

6.7(A)(i) Interlocking concrete block pavement: Providing and laying interlocking concrete block pavement (M40)having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including edge restraints/block

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) 200m Stone ( precaste )

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) Ordinary Kilometer Stone ( precaste )

10.3(A) (1) : Providing and fixing of reto-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 , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701..

10.2(A)(II):- Providing and fixing of reto-reflectorised cautionarymandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701.. (b) 60cm equilqteral triangle

Supplying,fitting and laying loose with Geo-textile bags of Type-A(1.30mx0.70m)made of Geo-textile non woven fabric sheets of 400 GSM manufactured from plyster/polypylene confirming to relevent ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation,filling Geo bags with sand weighing 126.00Kgs after filling ,stitching the mouth of the filled bags with polypylene or polyster complete as per Technical Specification and as directed . (b) Without Boat

Supplying,stitching and laying of non wooven Geo textile fabric sheet of 400 GSM

Excavation for Structures (Earth work in iexcavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe : Laying concrte caddle bedding with M15 Grade Cement Concrete as per Clause 1105(i)

Brick masonary work in cement mortar 1:3 in sub-structures complete excluding pointing and plastering,as per drawing and technical specifications.

Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular materials 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) 15mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Backfilling in foundation trenches as per drawing and technical specification Clause 1108

SPT Bridge Works Supplying and driving sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30.00 m interval, coaltarring two coats for the required quantity of tar) (b) using Labour (I) Portion of pile actually driven under ground

Supplying and driving sal piles 25 cm to 30 cm dia dressed to heart wood including marking length in every 30.00 m interval, coaltarring two coats for the required quantity of tar) (b) using Labour (ii) Portion of pile remaining above ground

Scarfing and joining piles 25cm to 30cm dia dressed to heart wood 90cm in Length including supplying, fitting and fixing with 2 nos of 50 mmx 10 mm MSFI clamps and 16mm dia MS bolts and nuts etc complete as directed

Supplying and fitting fixing Sal sawn timber beam rectangular in size fitted with M.S cleats,straps,etc supplying spikes etc. as necessary and coal tarring two coats ( Rate is inclusive of the cost of the required quantity of tar)

Labour for fitting and fixing old RS Joist with saddle etc in position including necessary scaffolding and fixing with necessary bolts and nuts (Painting 2 coats )complete

Sal wood work including supplying fitting and fixing complete with necessary MS bolts nuts ,nails, screws, etc and coal tarring 2 (Two) coats with best applied hot ( Rate is inclusive of the cost of the required quantity of tar) (a) undressed in floor planks, collars,bracing, standards wheel guard, struts, railing, runner, belt, rail post etc

Sal wood work including supplying fitting and fixing complete with necessary MS bolts nuts ,nails, screws, etc and coal tarring 2 (Two) coats with best applied hot ( Rate is inclusive of the cost of the required quantity of tar) (b) In Track way planks( alternate nailing to be done with decking in staggered way)

(4) Construction of Road from NH-31 to Pub-Kaljar village Road 2.2(i)(A) :Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplingsand trees grithupto 300mm, removal of stumpsof such trees cut earlier and disposal of unservicable materials and stacking of serviceable to be used or auctioned , upto a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per T echnical Specification Clause 201. (i) By manual Means. (A) In area of non- throny jungle .

3.4 :Construction of embankment with approvedmaterials obtains from borrow pitswith a lift upto 1.50m, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.1 &300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. By Mechanical Means. Private Land.

3.14 : Construction of sub-grade & earthen shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.2 with a lead upto 1000m as per Technical Specification Clause 303. 1. 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 -II Materials

4.7(3)(A) : WBM Grading -3. Providing, laying spreading and compacting stone aggregates of specific sizes of water bound macadam specification including spreading in uninform thickness, hand packing, rolling 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 mechanical Means.

6.7(A)(i) Interlocking concrete block pavement: Providing and laying interlocking concrete block pavement (M40)having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including edge restraints/block

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) 200m Stone ( precaste )

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) Ordinary Kilometer Stone ( precaste )

10.2(A)(II):- Providing and fixing of reto-reflectorised cautionarymandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701.. (b) 60cm equilqteral triangle

(5) Construction of Road from Dongarkuchi Deorikuchi Road to Abdul Sattar House via Hasmat Ali House 2.2(i)(A) :Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplingsand trees grithupto 300mm, removal of stumpsof such trees cut earlier and disposal of unservicable materials and stacking of serviceable to be used or auctioned , upto a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per T echnical Specification Clause 201. (i) By manual Means. (A) In area of non- throny jungle .

3.4 :Construction of embankment with approvedmaterials obtains from borrow pitswith a lift upto 1.50m, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.1 &300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. By Mechanical Means. Private Land.

3.14 : Construction of sub-grade & earthen shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site , spreading, grading to required slopes and compacting to meet requirement Tables 300.2 with a lead upto 1000m as per Technical Specification Clause 303. 1. 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 -II Materials

4.7(3)(A) : WBM Grading -3. Providing, laying spreading and compacting stone aggregates of specific sizes of water bound macadam specification including spreading in uninform thickness, hand packing, rolling 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 mechanical Means.

6.7(A)(i) Interlocking concrete block pavement: Providing and laying interlocking concrete block pavement (M40)having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including edge restraints/block

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) 200m Stone ( precaste )

10.10.(ii) : Kilometer Stone. RCC M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc.as per drawing and Technical Specificatioin Clause 1703 , (ii) Ordinary Kilometer Stone ( precaste )

10.3(A) (1) : Providing and fixing of reto-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 , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701..

10.2(A)(II):- Providing and fixing of reto-reflectorised cautionarymandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed on the ground by means of properly designed foundation with M15 grade Cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawing and Technical Specificatioin Clause 1701.. (b) 60cm equilqteral triangle

Supplying,fitting and laying loose with Geo-textile bags of Type-A(1.30mx0.70m)made of Geo-textile non woven fabric sheets of 400 GSM manufactured from plyster/polypylene confirming to relevent ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation,filling Geo bags with sand weighing 126.00Kgs after filling ,stitching the mouth of the filled bags with polypylene or polyster complete as per Technical Specification and as directed . (b) Without Boat

Supplying,stitching and laying of non wooven Geo textile fabric sheet of 400 GSM

Excavation for Structures (Earth work in iexcavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe : Laying concrte caddle bedding with M15 Grade Cement Concrete as per Clause 1105(i)

Brick masonary work in cement mortar 1:3 in sub-structures complete excluding pointing and plastering,as per drawing and technical specifications.

Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular materials 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) 15mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Backfilling in foundation trenches as per drawing and technical specification Clause 1108

Santosh Garodia