SOPD_SIG_19_20_86

Amount

Clearing and grubbing of Road land including up rooting wild vegetation , grass, burshes, shrubs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Clause 201. (I) By Manual Means- (a) In area of non thorny jungle

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m transporting to site spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 , Private Land

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and s, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 301. i) From Private land

Construction of Granular Sub-base by providing well graded material, spreading in uniform layers with motor grader motivator at OMC and compacting with vibratory roller to achieve the Desired density, complete as per clause 401. (ii) For grading - II Material.

Providing and laying spreading and compacting stone aggregates of specific sizes to W.B.M. 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification. (ii) WBM Gr-III

Providing and laying spreading and compacting stone aggregates of specific sizes to W.B.M. 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification. (ii) WBM Gr-III

Providing and applying primer coat with Bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning road surface and spraying primer at the rate of 0.60 kg per sqm using mechanical means as per Technical Specification Clause 502..

Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. (b) Dry & hungry bituminous surface

Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechanical broom. (a) Normal bituminous surface

Dance 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 aggregate of specified grading,pre-mixed with bituminous binder @ 4-4.5% by weight of total mix and filler transporting the hot mix to work site ,laying with hydrostatic paver finisher with sensor control to the reqd grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per Mosrt&H cl.No.508 complete in all respect. (including carriage up to initial lead of 5.00 km from quarry and carriage of mixed materials up to 10.0 km from mixing plant ) ( including cost of testing of materials at site and laboratory as directedby the Deptt.

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading,pre-mixed with bituminous binder @ 5.4-5.6% of mix and filler and transporting the hot mix to work site ,laying with hydrostatic paver finisher with sensor control to the reqd grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per Mosrt&H cl.No.508 complete in all respect.

Providing and erecting direction and place Identification retro reflective sign as per IRC;67 made of encapsulated lens type reflective sheeting vide Cl.801.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel iron angle post 25x25x4 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x600 mm below ground level as per approved drawing and technical specification clause 1701.

Providing and erecting direction and place Identification retro reflective sign as per IRC;67 made of encapsulated lens type reflective sheeting vide Cl.801.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel iron angle post 25x25x4 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x600 mm below ground level as per approved drawing and technical specification clause 1701. 60 cm Equilateral triangle

Providing and erecting direction and place Identification retro reflective sign as per IRC;67 made of encapsulated lens type reflective sheeting vide Cl.801.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel iron angle post 25x25x4 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x600 mm below ground level as per approved drawing and technical specification clause 1701. 60 cm Circular

Providing and erecting direction and place Identification retro reflective sign as per IRC;67 made of encapsulated lens type reflective sheeting vide Cl.801.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel iron angle post 25x25x4 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x600 mm below ground level as per approved drawing and technical specification clause 1701. 80 cm x 60 cm rectangular

Providing and erecting direction and place Identification retro reflective sign as per IRC;67 made of encapsulated lens type reflective sheeting vide Cl.801.3 fixed over Aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel iron angle post 25x25x4 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x600 mm below ground level as per approved drawing and technical specification clause 1701. 60 cm x 45 cm rectangular

Providing and laying of hot applied Thermoplastic compund 2.5 mm thick including reflectorising glass beds @ 250 gms per gm per sqm area thickness of 2.5 mm is exclusive of surface applied glass beds as per IRC :35 .The finished surface to be level ,uniform and free from streaks and holes and conforming to the MOSTRTH specification.

Kilometer Stone. (Reinforced Cement Concrete M-15 grade Kilometer Stone of Standard design as per IRC .8-1980, fixing in position including painting and printing etc.) 5th Kilometer Stone ( Precast)

Kilometer Stone. (Reinforced Cement Concrete M-15 grade Kilometer Stone of Standard design as per IRC .8-1980, fixing in position including painting and printing etc.) Ordinary Kilometer Stone ( Precast)

Kilometer Stone. (Reinforced Cement Concrete M-15 grade Kilometer Stone of Standard design as per IRC .8-1980, fixing in position including painting and printing etc.) Hectometer Stone ( Precast)

Providing reflective pavement marker with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH &Hs fixed to the road surface using the adhesive and the procedures recommended by the manufactures with three months replacement warranty and fee maintenance

Painting lines, dashes, arrows,etc on roads in two coats on new work with ready mixed road marking paint conforming to IS 164 on bituminous surface of all dirt, dusts, and other foreign matter demarcation at site and traffic control.

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

Supplying , fitting and fixing RCC Guide post 150 cm long erected 75 cm above the ground and 75 cm below the ground with M-15 grade 9nominal mix 1:2:4 with broken stone aggregate up to 20 mm size) Cement concrete and required reinforcemenet tied in position with annealed black wire including centering, moulding the top , curing including painting concrete surface in 23 cm strips upto 0.75 m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and directed

RCC Bridge 2x 16.50 m Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department. )

Earth work in excavation for structures as per drawing and technical specifications, including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and back filling with excavated materials. i. In Ordinary Soil i) Up to 3 m depth.

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)

Pile load test on single vertical Pile in accordance with IS : 2911 I) Initial load Test

Pile load test on single vertical Pile in accordance with IS : 2911 II) Routine load Test

Providing and laying PCC M-15 grade levelling course 100 mm thick below the Pile Cap as per drawing and technical specification.

Supplying, fitting and placing uncoated TMT bar reinforcement insfoundation complete as per drawing and technical specification clauses 1000, & 1202 ii) With TATA make TMT rebar

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. including plasticiser. B. RCC grade M-25 heigh upto 5 m

Plain /Reinforced Cement Concrete in Sub-Structure Complete as per drawing and technical specification Clause 802, 804,805. I. ii) RCC Gr. M-25 Height up to 5 m

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawing and technical specification .

Supplying, fitting and placing uncoated mild steel 9 IS: 1786 Fe 250) reinforcement complete as per drawing and technical specification. reinforcement in foundation complete as per drawing and technical specification .

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification i) Granular materials

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

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. RCC Grade M-25 II) For T-Beam and Slab

Supplying, fitting and placing TMT bar reinforcement in super structure complete as per drawing and technical specification clauses 1000, & 1202 I) With TATA make TMT bar

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

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

Strip Seal Expansion Joint (Providing and laying of an elastomeric strip seal expansion joint catering to maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).

Drainage Spouts complete as per drawing and specificatios Clause 120.9

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mmx 100 mmmesh (woven diagonally)including 10% extra for laps and joints laid with stone boulder weighting not less than 25 kg each as per drawing and technical specification.

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302. (i) stone/boulder

Slab Culvert (12.00 m Span) Dismantling of structure (Dismantling of existing structure like culverts,bridges,retaining walls,and other structure compraising of masonary cement concrete , wood work, steel work including T&P and scaffolding whenever necessary, shoring the dismanteled material , disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m)

Earth work in excavation for structures as per drawing and technical specifications, including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and back filling with excavated materials. i. In Ordinary Soil ii) 3 m to 6.00 m depth

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT IS 1786 Fe 500 D bar reinforcement in foundation complete as per drawing and technical specifications with TATA make TMT rebar

PCC 1:3:6 in foundation ('Plaincement 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. foundation complete as per drawing and technical specification including

Plain /Reinforced Cement Concrete in foundation Complete as per drawing and technical specification including steel shuttering form work.. (i) PCC Gr. M-15

Plain /Reinforced Cement Concrete in Sub-Structure Complete as per drawing and technical specification including steel shuttering form work.. (i) RCC Gr. M-25 for height up to 5 m

: Supplying, fitting and placing un-coated TMT IS 1786 Fe 500 D bar reinforcement in Sub-Structure complete as per drawing and technical specifications with TATA make TMT rebar

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.

Reinforcement inSuper structure : Supplying, fitting and placing un-coated TMT IS 1786 Fe 500 D bar reinforcement in super-structure complete as per drawing and technical specifications with TATA make TMT rebar

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

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

Drainage Spouts complete as per drawing and specificatios Clause 120.9

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. RCC Grade M-25 II) For T-Beam and Slab

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification i) granular materials

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302. (i) stone/boulder

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302.

Providing and laying boulder apron on river bed for protection against scour with stone boulder weighting not less than 40 kg each complete as per drawing and technical specification.

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mmx 100 mmmesh (woven diagonally)including 10% extra for laps and joints laid with stone boulder weighting not less than 25 kg each as per drawing and technical specification.

HP Culvert 1000 mm dia NP3 ( Single Row) Earth work in excavation for structures as per drawing and technical specifications, including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and back filling with excavated materials. i. In Ordinary Soil up to 3 m depth

PCC in foundation (Plain Cement Concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compaction by vibration including for 14 days. (i) PCC Gr. M-15

Providing and laying RCC pipe NP3 for culverts on 1st class bedding of granular material in a single raw including fixing collar with cement mortar 1:2 but excluding excavation, protection work back filling concrete and masonary work in head wall & parapet cl.1106. B) 1000 mm diameter.

Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specification.

Plastering with cement mortar (1:3) on brick work in sub-structure as per technical specification.

Providing and laying boulder apron on river bed for protection against scour with stone boulder weighting not less than 40 kg each complete as per drawing and technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.

Fencing with welded steel wire fabric 75 mm x 75 mm (Suggestive) (Providing 1.20 meter high fencing with angle iron posts 50 mm x 50 mm x 6mm at 3 meter centre to centre with 0.40 meter embedded in M-15 grade cement concrete , corner end and every 10th post to be stutted, provided with welded steel wire fabrics of 75 mm x 75 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 mm x 50 mm and bolts etc complete in all respect.

LAJIK BRAHMA