SOPD_SIG_19_20_79

Amount

Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm thickness.(I) By Manual Means. A. In ares of light jungle.

Dismantling of Structures ( Dismantling of structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) (ii) Dismantling Brick / Tile work D. Dry brick pitching or brick soling For dismantling of ICBP works

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately) II By Mechanical Means. A Bituminous course

Heavy dressing of the Existing Road from edge to edge of the formation including shoulder involving dressing high spots and filling low spots, removing of all vegetation, cambering, watering rolling with 8 to 10 tonne roller to obtained a specified compaction etc to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowances made for required quantity of shoulder of shoulder materials to remain in place to contain new grave layer. Works to be carried out in accordance with section MS & M4 of the specification and as directed by the supervising Engineer

Collection and supply of river/ Natural gravel free from dust,dirt,disintegrated flacky pieces,vegetations and other deleterious matters and adherent coatings at site stacking in measurable stacks as directed by the department. Rate inclusive of F.R & ST For service road during widening

Labour for spreading of metal gravel on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depressions as directed including carriage of gravel within 30 m

Earth work in excavation for structures as per drawing and technical specification clauses 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side and bottom, backfilling in trenches with approved material. I. Ordinary soil B. Mechanical Means (Depth upto 3m) (Without dewatering)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Sand filling in sub-grade failed portion

Embankment Construction with Material Obtained from Borrowpits (Construction of embankment with approved material obtained from borrowpits with all lifts and 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 Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting 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

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( with an initial lead of 5 Km.) For Grading III Material As Drainage Layer

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( with an initial lead of 5 Km.) For Grading II Material In Pavement Widening

Wet Mix Macadam Providing,Laying,spreading and compacting stone aggregates to wet mix macadam specification including premix the material with water at OMC in mechanival mix plant carrage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed material upto 10.0 Km initial lead from mixing plant)

Prime Coat (Proving and applying Primer coat with bitumen emulsion on prepared surface of granular base including cleaning 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.) B. Primer @1.00 kg per sqm (ii) With bitumen emulsion-CSS-1

Tack Coat (Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 0.20 kg per 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 deptt.) (III) With Bitumen emulsion CRS-1 (b) Dry & hungry bituminous surface

Dense Graded Bituminous Macadam (Providing and laying dense graded 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 wieght of total mix and filler transporting to the hot mix to work site, Laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level 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 up to initial lead of 5.0 km from quarry and 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) A. With 60/70 or VG-30 grade bitumen (ii) For Grading -II(19mm Nominal Size)

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 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, level 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 up to initial lead of 5.0 km from quarry and 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) A. With 60/70 or VG-30 grade bitumen (ii) For Grading -II(13mm Nominal Size)

Earthwork in excavation for foundation of structures as per drawing and Technical specifications Clouse 305 , including setting out, construction of shoring and bracing, removal of stumps and deletorious matter and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material. i) In Ordinary Soil (i) Depth upto 3.00m

Plain cement concrete M-10 (1:3:6 nominal mix) in levelling course below open foundation of Head Walls as per drawing & Technical Specification Clause 1109

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

Stone masonary works in cement mortar in foundation complete as per drawing & Technical Specification Clause 1109 A In 1:4 cement mortar

Plastering with cement morter (1:4) 15 mm thick on brick work in sub-structure as Per Tech. Spec. Cl. 613.4 &1204.

Providing and laying reinforced cement concrete NP3 pipes for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling concrete and masonry works in head walls and parapets Clause 1106 1000 mm dia

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 90 cm equilateral traingle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60 cm equilateral traingle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) 60 cm circular

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iv) 80 cm x 60 cm rectangular

Kilometer Stone : (Reinforced Cement Concrete M-15 grade kilometer stone of standard design as per IRC:8-1980, fixing in position including reinforcement ,painting and printing etc.) 1. 5th Km stone (Precast)

Kilometer Stone : (Reinforced Cement Concrete M-15 grade kilometer stone of standard design as per IRC:8-1980, fixing in position including reinforcement ,painting and printing etc.) 2. Ordinary Km Stone (Precast)

Hump Type Speed Breaker: Providing Hump Type Speed Breakers designed for desired speed of 20 Km/hr. of Radius 11M, Chord length of 3M Passage speed of 5 Km/hr, premixed type by laying Dense Bituminous Macadam followed by 40 mm thick Bituminous Concrete as per drawing and technical specification.

Providing and laying of hot applied thermoplastic compound 2.5mm thick (Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be levelled, uniform and free from streaks and holes and conforming to the MoSRT&H specifications)

Planting of Trees and Their Maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60m dia. Holes, 1m 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 one year.

Rantu Boruah