SOPD_G_20_21_211 (1) Widening of Bhawanipur to Barpeta Road (Chainage -7107.00 m to 8400.00 m) and Construction of retaining wall (at 6th KM), (2) Construction of Sub way SPT br. No. 2/1 on Naligaon Pithadi zero Bazar road (3) Construction of Sub-Way

Amount

Construction of Sub-Way SPT Bridge No.2/1 on Naligaon Pithadi Zero Bazar Road 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)

3.4 :Construction of embankment with approved materials 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.

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

10.2(A)(II):- 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.. (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

(2) Construction of Sub-Way SPT Bridge No.4/1 on Kayakuchi Bhaktardoba Road 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)

3.4 :Construction of embankment with approved materials 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.

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

10.2(A)(II):- 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.. (b) 60cm equilqteral triangle

Construction of Sub-Way SPT Bridge No.6/1 on Kayakuchi Bhaktardoba Road 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)

3.4 :Construction of embankment with approved materials 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.

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

10.2(A)(II):- 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.. (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

Construction of SPT Bridge No.5/1 (Sub-Way Bridge) Over River Palla on Jarabari to Dabaliapara Road 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)

3.4 :Construction of embankment with approved materials 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.

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

10.2(A)(II):- 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.. (b) 60cm equilqteral triangle

Widening of Bhawanipur to Barpeta Road (Chainage -7107.00 m to 8400.00 m) and Construction of retaining wall (at 6th KM) 'Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 ii) for grading- II Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.

Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.

Retaining Wall:- Excavation for Structures (Earth work in excavation 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,backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work. (i) Manual Means (Depth upto 3 m)( Without dewatering )

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. Case I: Using Concrete mixer F. RCC Grade M25 (a)Height upto 5m

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)

Traffic Point:- 'Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

Plain /Reinforced cement in open foundation complete as per drawing & technicla specifications as MoSRT&H, 1500, 1700, 2100 PCC grade M20

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud- Qty= 2x 1000/5

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

Erection of the above panel on suitable foundation including all materials and labour.

(6)Earth work in filling of Central School Campus Embankment Construction with Material Obtained from Borrow Pits (Construction of Embankment with approved material obtained from borrow pits with all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land.

CONSTRUCTION OF EXTENDED PORTION OF RCC BRIDGE No.-1/1 ON KARAGRIGAON RAJAKHAT BARSIMALA ROAD Well Foundation : Providing and constructing temporary Island 16 m diameter for construction of well foundation for 8 m dia well.complete as per clause 1203.2 of MORTH specifications. B. Depth of water 4.0 m and height of islnd 4.5 m

C. Providing and construction one span service road 10 m wide to reach island location to another pier location.

Providing and laying of cutting edge of mild steel weighing 40 K.G. per meter for Well foundation complete as perv drawing and as per clause 1200 &1900 of MORTH specifications .

Plain/Reinforcedcement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. A. Well Curb IV) RCC M - 25 grade Case - II :With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforcedcement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. Well steining IV) RCC M- 25 grade Case - II :With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforcedcement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. Bottom Plug Concrete to be placed using tremie pipe. Case - II :With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforcedcement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. D. Intermediate plug II) PCC grade M - 25 Case - II :With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforcedcement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. F. Well Cap II) RCC M - 25 grade Case - II :With Batching Plant, Transit Mixer and Concrete Pump

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A. Sandy soil I) Depth below Bed level up to 3.0m

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A. Sandy soil II) Beyond 3.0 m upto 10.0 m

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A. Sandy soil III)Beyond 10m upto 20m

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A. Sandy soil IV) Beyond 20m upto 30 m

Sand filling in wells complete as per drawing and technical specifications

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (P)With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 G) RCC Grade M 25 a) Height up 5.00 to 10.00 m Case-II With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (P) 'With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. For T beam and slab, E. RCC/ PSc grade M - 40 Case II :Using Batching Plant, Transit Mixer and Concrete Pump 2) Height 5.0m to 10.0 m

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a)TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm as per drawing and technical specifications clause 800,900,1208.3

Drainage Spouts complete as per drawing and technical specifications

Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the gap with special adhesive binder to cater for a horizontal movement up to 40mm and vertical movement of 3mm.)

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (B) For RCC Railing

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading II Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Prime coat Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)'(i) With bitumen emulsion-CSS-1hh

Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/ grannula surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the Deptt.) ii) With bitumen emulsion- CSS-1 (IS- 8887-2004 ) (b) dry & hungry bituminous surface

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification)(I)'with 60/70 or VG-30 grade bitumen (i) for Grading I ( 13 mm nominal size )

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification)(I)'with 60/70 or VG-30 grade bitumen (i) for Grading I ( 13 mm nominal size )

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)

Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat

Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm

Supplying, filling and laying in cages with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster thread by power driven double needle machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly in cages of PVC coated G.I.Gabion box of size 1.5m x 1.5m x 0.45m complete as per technical specifications and as directed. (b) Without Boat

ANIL DAS