SOPD_G_21_22_48_A Improvement and strengthening with Beautification of NALBARI TOWN Road providing RCC drain cum footpath, median, ornamental grills, tiles etc. including existing road surface, i) Palla Road (L2550.00m), ii) Hajo Road (L2800.00m), ii

Amount

(i) Palla Road Drain cum Footpath Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

RCC road side drain cum road Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

RCC Cross drain Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Supplyimg fitting fixing Iron manhole cover including cutting proper size and shapes , Welding etc. As directed by the deptt. And techanical specification.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

Providing and fixing in position moulded cement concrete block as per BIS specifications (Kerb) of approved brand of size300mmx450mmx100mm in proper level and grade on footpath edge etc. as directed by the department.

Providing polished tiles of approved quality, size, shape of specified thickness on pavers over a base of 100mm compacted sand gravel including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey / Sika / Pedelite / Rouf) /white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. (Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department).

Providing and fixing in position of heavy duty (25 ton capacity) solid FRP plate for use as manhole cover on RCC drain cum footpath, cross drainage work etc. having thickness 75 mm of size 1.50 m X 0.60m with locking arrangement and handle etc. including replacement warrenty period of 10(ten) years. Rate to be inclusive of taxes and levies admisable. Material to be delivered to the site inckuding carraige materials consists resin, glass fiver CHP gelcot color pigment etc to be supplied in conformity with necessary test bcertificate is tensile strength flexctual strength barcal hardness raw material test UV protection load test from NABL accredited labortaries of India as per size and shape as directed by thye department and as per IS:1726-1991 & EN-124 and tested by NABL or MSME laboratories .

Providing and fixing in position Double Kerb Stone as per BIS specifications of size (300 mm x 550 mm x 100 /150 mm) in proper level and grade at Footpath Edges, Divider Block etc. as directed and approved by the Deptt.

Construction of Mediam Block by providing of size 600mm x 550mm in proper level and grade etc. as directed and approved by the Deptt.

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)

Construction of granular sub-base by providing closed 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 vibratory roller to achieve the desired density, complete as per clause 401( including all lifts and leads) including cost of testing of materials at site and laboratory as directd by the department (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening Grading no. II (c ) type B (11.2 mm agg.)

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening Grading no. III (c ) type B (11.2 mm agg.)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at he rate of 0.60 kg/sqm using mechanical means (including cosf of testinf of materials at site and laboratory as directed by the deptt.) B. Primer @ 1.00 kg per sqm (i)with bitumen emusion - css- 1h

Tack Coat : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm, on the prepared bituminous granular surface cleaned with mechanical broom ( including cost of testing of materials at site and laboratory as directed by the department) (ii) With bitumen emulsion ( CR-1) (IS-8887-2004)

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 hit mix to work site, laying with hydro static paver finisher with sensor control tothe required grade, level and aligment, 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 carrieage up to intial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km intial lead from mixing plant 9 including cost of testing of material at site and laboratory)A. With hydrated lime/cement as filler (a) With 60/70 or VG-30 grade bitumen (ii) For grading -II (19 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.) I With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (13 mm nominal size)

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectoriing glass beads as per IRC:35. The Finished surface to belevel, uniform and free from streaks and holes and conforming to the MoST&H Specification.

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

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (i) 90 cm equilateral Triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm equilateral triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm Circular

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing temporary bamboo barricades for Protection purpose with bamboo post of height 2.00m above the footpath at an interval of 1.5mm C/C fixing of bottom support having 2.00m length at an interval of 1.5m C/C tied with jati bamboo horizontally in 3 rows at an interval of 0.90m C/C with carriage of materials from the work site as and directed by the deptt.(after completion of work the contractor is allowed to collect and clearing the unserviceable bamboo from the site.)

Brick Wall Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Depth up to 3.00 m without dewatering.

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

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 TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

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 sqm 805.50 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

Electric shifting for PALLA ROAD NEW CONSTRUCTION GI Steel Tubular pole SP-66

GI Steel Tubular pole SP-56

11/0.4 KV 250 KVA cu wound Transformer4*

11/0.4 KV 100 KVA Transformer 4 *

V Cross arm

Top Cleat

GI Channel 100x50x6x2200mm

Pole Clamp of GI

11 kv 1 c x 99 sqmm AAAC covered conductor

11 KV Tension H/W 1C X 99 Sq MM AAAC Covered Conductor

11 KV Tension insulator1C X 99 Sq MM AAAC Covered Conductor

11kV Wedge Connector (IPC) for connecting bare to CC

Mid Span Jointing Kit for 11 KV 1C X 99 Sq MM AAAC Covered Conductor

11 KV GI T Cross arm

11 KV Polymeric Pin Insulator

Nylon Cable Ties with adjustable locking arrangement

11 KV GOAB switch 400 A

12 KV LA line type 9 KA

11 KV DO Fuse 150 A

GI Angle 50x50x6 mm for braching & belt, guarding

CI Earth Pipe 1.8 M

GI Wire 8 SWG

GI Nuts & Bolts

HT Stay Set

HT Guy Insulator

HT Stay Wire 7/14 SWG

LT XLPE Cable 1 core , 400 Sq.mm (Al)

LT XLPE Cable 1 core , 120 Sq.mm (Al)

Bimetalic lug

11 KV Danger Plate

ACSR Rabbit Conductor

GI LT Angle Cross-arm

GI Pole Clamp

LT Pin Insulator with GI Pin

Shackle insulator with GI strap with bolts

Sundries

Transformer Pad

DTR fencing as per REC standard

Grouting & mufflering of steel Pole

Earth Pit for Earthing

DISMANTALING Transportation charges

Labour Charges

(ii) Hajo Road Drain cum Footpath Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

RCC road side drain cum ROAD Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

RCC Cross drain Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Supplyimg fitting fixing Iron manhole cover including cutting proper size and shapes , Welding etc. As directed by the deptt. And techanical specification.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

Providing and fixing in position moulded cement concrete block as per BIS specifications (Kerb) of approved brand of size300mmx450mmx100mm in proper level and grade on footpath edge etc. as directed by the department.

Providing polished tiles of approved quality, size, shape of specified thickness on pavers over a base of 100mm compacted sand gravel including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey / Sika / Pedelite / Rouf) /white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. (Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department).

Supplying, fitting and fixing ornametal grill on Footpath edge etc. as per Drawing, Design & Technical Speecification as directed by the Deptt.

Providing and fixing in position of heavy duty (25 ton capacity) solid FRP plate for use as manhole cover on RCC drain cum footpath, cross drainage work etc. having thickness 75 mm of size 1.50 m X 0.60m with locking arrangement and handle etc. including replacement warrenty period of 10(ten) years. Rate to be inclusive of taxes and levies admisable. Material to be delivered to the site inckuding carraige materials consists resin, glass fiver CHP gelcot color pigment etc to be supplied in conformity with necessary test bcertificate is tensile strength flexctual strength barcal hardness raw material test UV protection load test from NABL accredited labortaries of India as per size and shape as directed by thye department and as per IS:1726-1991 & EN-124 and tested by NABL or MSME laboratories .

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)

Construction of granular sub-base by providing closed 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 vibratory roller to achieve the desired density, complete as per clause 401( including all lifts and leads) including cost of testing of materials at site and laboratory as directd by the department (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening Grading no. II (c ) type B (11.2 mm agg.)

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening Grading no. III (c ) type B (11.2 mm agg.)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at he rate of 0.60 kg/sqm using mechanical means (including cosf of testinf of materials at site and laboratory as directed by the deptt.) B. Primer @ 1.00 kg per sqm (i)with bitumen emusion - css- 1h

Tack Coat : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm, on the prepared bituminous granular surface cleaned with mechanical broom ( including cost of testing of materials at site and laboratory as directed by the department) (ii) With bitumen emulsion ( CR-1) (IS-8887-2004)

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 hit mix to work site, laying with hydro static paver finisher with sensor control tothe required grade, level and aligment, 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 carrieage up to intial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km intial lead from mixing plant 9 including cost of testing of material at site and laboratory)A. With hydrated lime/cement as filler (a) With 60/70 or VG-30 grade bitumen (ii) For grading -II (19 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.) I With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (13 mm nominal size)

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectoriing glass beads as per IRC:35. The Finished surface to belevel, uniform and free from streaks and holes and conforming to the MoST&H Specification.

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

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (i) 90 cm equilateral Tringle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm equilateral triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm Circular

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing temporary bamboo barricades for Protection purpose with bamboo post of height 2.00m above the footpath at an interval of 1.5mm C/C fixing of bottom support having 2.00m length at an interval of 1.5m C/C tied with jati bamboo horizontally in 3 rows at an interval of 0.90m C/C with carriage of materials from the work site as and directed by the deptt.(after completion of work the contractor is allowed to collect and clearing the unserviceable bamboo from the site.)

Brick Wall Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Depth up to 3.00 m without dewatering.

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

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 TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

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 sqm 805.50 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

Electric Shifting for HAJO ROAD NEW CONSTRUCTION GI Steel Tubular pole SP-66

GI Steel Tubular pole SP-56

11/0.4 KV 100 KVA Transformer 4

V Cross arm

Top Cleat

GI Channel 100x50x6x2200mm

Pole Clamp of GI

11 kv 1 c x 99 sqmm AAAC covered conductor

11 KV Tension H/W 1C X 99 Sq MM AAAC Covered Conductor

11 KV Tension insulator1C X 99 Sq MM AAAC Covered Conductor

11kV Wedge Connector (IPC) for connecting bare to CC

Mid Span Jointing Kit for 11 KV 1C X 99 Sq MM AAAC Covered Conductor

11 KV GI T Cross arm

11 KV Polymeric Pin Insulator

Nylon Cable Ties with adjustable locking arrangement

11 KV GOAB switch 400 A

12 KV LA line type 9 KA

11 KV DO Fuse 150 A

GI Angle 50x50x6 mm for braching & belt, guarding

CI Earth Pipe 1.8 M

GI Wire 8 SWG

GI Nuts & Bolts

HT Stay Set

HT Guy Insulator

HT Stay Wire 7/14 SWG

LT XLPE Cable 1 core , 400 Sq.mm (Al)

LT XLPE Cable 1 core , 120 Sq.mm (Al)

Bimetalic lug

11 KV Danger Plate

ACSR Rabbit Conductor

GI LT Angle Cross-arm

GI Pole Clamp

LT Pin Insulator with GI Pin

Shackle insulator with GI strap with bolts

Transformer Pad

DTR fencing as per REC standard

Grouting & mufflering of steel Pole

Earth Pit for Earthing

DISMANTALING Transportation charges

Labour Charges

(iii) Barama Road RCC Cross drain Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Supplyimg fitting fixing Iron manhole cover including cutting proper size and shapes , Welding etc. As directed by the deptt. And techanical specification.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

Providing and fixing in position moulded cement concrete block as per BIS specifications (Kerb) of approved brand of size300mmx450mmx100mm in proper level and grade on footpath edge etc. as directed by the department.

Providing polished tiles of approved quality, size, shape of specified thickness on pavers over a base of 100mm compacted sand gravel including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey / Sika / Pedelite / Rouf) /white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. (Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department).

Providing and fixing in position of heavy duty (25 ton capacity) solid FRP plate for use as manhole cover on RCC drain cum footpath, cross drainage work etc. having thickness 75 mm of size 1.50 m X 0.60m with locking arrangement and handle etc. including replacement warrenty period of 10(ten) years. Rate to be inclusive of taxes and levies admisable. Material to be delivered to the site inckuding carraige materials consists resin, glass fiver CHP gelcot color pigment etc to be supplied in conformity with necessary test bcertificate is tensile strength flexctual strength barcal hardness raw material test UV protection load test from NABL accredited labortaries of India as per size and shape as directed by thye department and as per IS:1726-1991 & EN-124 and tested by NABL or MSME laboratories .

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectoriing glass beads as per IRC:35. The Finished surface to belevel, uniform and free from streaks and holes and conforming to the MoST&H Specification.

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

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (i) 90 cm equilateral Tringle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm equilateral triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm Circular

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing temporary bamboo barricades for Protection purpose with bamboo post of height 2.00m above the footpath at an interval of 1.5mm C/C fixing of bottom support having 2.00m length at an interval of 1.5m C/C tied with jati bamboo horizontally in 3 rows at an interval of 0.90m C/C with carriage of materials from the work site as and directed by the deptt.(after completion of work the contractor is allowed to collect and clearing the unserviceable bamboo from the site.)

Electric shifting for BARAMA ROAD NEW CONSTRUCTION GI Steel Tubular pole SP-66

GI Steel Tubular pole SP-56

11/0.4 KV 100 KVA Transformer 4 *

V Cross arm

Top Cleat

GI Channel 100x50x6x2200mm

Pole Clamp of GI

11 kv 1 c x 99 sqmm AAAC covered conductor

11 KV Tension H/W 1C X 99 Sq MM AAAC Covered Conductor

11 KV Tension insulator1C X 99 Sq MM AAAC Covered Conductor

11kV Wedge Connector (IPC) for connecting bare to CC

Mid Span Jointing Kit for 11 KV 1C X 99 Sq MM AAAC Covered Conductor

11 KV GI T Cross arm

11 KV Polymeric Pin Insulator

Nylon Cable Ties with adjustable locking arrangement

11 KV GOAB switch 400 A

12 KV LA line type 9 KA

11 KV DO Fuse 150 A

GI Angle 50x50x6 mm for braching & belt, guarding

CI Earth Pipe 1.8 M

GI Wire 8 SWG

GI Nuts & Bolts

HT Stay Set

HT Guy Insulator

HT Stay Wire 7/14 SWG

LT XLPE Cable 1 core , 400 Sq.mm (Al)

LT XLPE Cable 1 core , 120 Sq.mm (Al)

Bimetalic lug

11 KV Danger Plate

ACSR Rabbit Conductor

GI LT Angle Cross-arm

GI Pole Clamp

LT Pin Insulator with GI Pin

Shackle insulator with GI strap with bolts

Sundries

DTR fencing as per REC standard

Grouting & mufflering of steel Pole

Earth Pit for Earthing

DISMANTALING Transportation charges

Labour Charges

SHIFTING OF PIPELINE for BALIKARIA KHARJARA PWSS Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary. (b) Blastic land, tillah soil, hard soil, soil mixed with moram gravel and boulders upto one man size

Labour charge for extraction of PVC Pipes of distribution system excavating the earth upto required depth including disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid separately). (a) 160 mm dia

Labour charge for extraction of PVC Pipes of distribution system excavating the earth upto required depth including disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid separately). (b) 140 mm dia

Labour charge for carrying and laying in trenches PVC pipes with in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed. 160 mm dia

Labour charge for carrying and laying in trenches PVC pipes with in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed. 140 mm dia

Repairing of Functional Household Tap Connectionn (81 Nos)

SHIFTING OF PIPELINE for BARKURA PWSS Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary. (b) Blastic land, tillah soil, hard soil, soil mixed with moram gravel and boulders upto one man size

Labour charge for extraction of PVC Pipes of distribution system excavating the earth upto required depth including disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid separately). (c) 63 mm dia

Labour charge for extraction of PVC Pipes of distribution system excavating the earth upto required depth including disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid separately). (d) 75 mm dia

Labour charge for extraction of PVC Pipes of distribution system excavating the earth upto required depth including disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid separately). (e) 90 mm dia

Labour charge for extraction of PVC Pipes of distribution system excavating the earth upto required depth including disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid separately). (f) 110 mm dia

Labour charge for carrying and laying in trenches PVC pipes with in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed. (c) 63 mm dia

Labour charge for carrying and laying in trenches PVC pipes with in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed. (d) 75 mm dia

Labour charge for carrying and laying in trenches PVC pipes with in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed. (e) 90 mm dia

Labour charge for carrying and laying in trenches PVC pipes with in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed. (f) 110 mm dia

Repairing of Functional Household Tap Connectionn (257 Nos)