SOPD_G_20_21_208 Improvement of 1. Anandabazar Namcharia to Hahakata Balabari Road (remaining Portion ) and 2. Dumuria Girja to Kahibari Guagushi Road under SOPD-G for the year 2020-21, Tamulpur LAC

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness II) By Mechanical Means A) In Area OF Light Jungle

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 compensation of earth) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) a) From private land (Quantity from Statement No. 1. Rate as per Annexure-1)

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 (Including compensation of earth) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) a) From private land (Quantity from Statement No. 1. Rate as per Annexure-1)

Granular Sub-base with coarse graded materials(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 rotovator at OMC and compacted with vibratory rollar to achieve the desired density complete as per cl 401(with an Initial lead of 5.0 Km) I) For Grading II Material (Quantity from Statement No. 1. Rate as per Annexure-1)

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with 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 the required density(with an initial lead of 5.0 Km) 1) Grading-II By manual means For Ananzar to Hahkata Road

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with 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 the required density(with an initial lead of 5.0 Km) 1) Grading-II By manual means (For Dumuria to Kahibari Road)

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with 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 the required density(with an initial lead of 5.0 Km) 2) Grading-III By manual means

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 specified quantity using mechanical means B)[email protected] kg per sqm II) With bitumen emulsion-CSS-1(IS 8887-2004) (Quantity from Statement No. 1. Rate as per Annexure-1)

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 ii) With bitumen emulsion CRS-1 c) Granular surfaces treated with primer (Quantity from Statement No. 1. Rate as per Annexure-1)

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% by weight of total 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. 409. complete in all respect. (including carriage up to initial lead of 5.0km quarry and carriage of mixed materials up to 10.0km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) B) With rock dust as filler a) With 60/70 or VG Grade paved Bitumen II)For Grading II (13 mm nominal size) (Quantity from Statement No. 1. Rate as per Annexure-1)

Providing and laying shaded interlocking concrete block pavement (M40) having thickness 80mm including edge restrains

Kilo Metre Stone: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) ii) Ordinary Kilometer stone

Kilo Metre Stone: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) iii) Hectometer stone(Precast)

Supplying,fitting and fixing RCC guard post 150cm long,75cm above the ground and 75cm below the ground with M-15 grade nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including cejntering moulding the top curing,painting concrete surfaces in 23cm strips upto 0.75m from the top having reflective band 2 nos.refective band of desired shade etc. as per design and direction complete. b)15 cm dia RCC guard post

Turfing with Sods(Furnising and laying of the live sods of perennial turf forming grass on embankment slope,verges or other locations shown on the drawing or as directed by engineer including preparation of ground,fetching of rods and watering) Qty=5000 x 3 x 2

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 Qty=2400.00m x 010 x 2

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & 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.

Direction and Place Identification sign more than 0.9 qsm size board:Providing and erecting direction and place identification Retro-Reflectrorised 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) Qty=4 x 1.50m x 1.20 m

Providing and fixing Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and sign. ii)60cm equilateral traingle

Providing and fixing Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and sign. ii)80 cm x 60 cm rectangular

Costruction of Dustbin as per approved rates and analysis

Plantation of trees and their Maintenance for one year(Plantation of trees by the road side(Avenue trees) in 0.60 m dia holes, am 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 anf maintaining the plants for one year

Costruction of 1000 mm dia single HP Culvert Excavation For Structures:Earthwork in excavation of foundation of structures as per drawing and technical specifications including setting out,construction of shoring and bracing,removal of stumps and other deleterious material,dressing of sides and bottom and backfilling with approved material I)Ordinary soil A)Manual Means a)Without dewatering i)up to 3m depth

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification including steel shuttering formwork N)Without Plasticizer A)PCC Gr M15

Supply of R.C.C. Hume Pipe of class NP4 1000 MM dia

Labour for Laying Reinforced Cement Concrete Pipe NP4/NP3/Prestressed concrete pipe for culverts on first class bedding of granular materials/CC M15 in Single Row including fixing coller with cement morter 1:2 and cost of granular bedding but excluding excavation,protection works,backfilling,concrete and masonary work in heda wall and parapet,cost of pipe and cost of CC bedding I)With 1st class bedding of granular material (A) 1000m dia

Guard Post: (A)RCC guard post:Supplying,fitting and fixing of RCC guard opost of size 15 cm dia,150 cm long,75 cm below ground and 75 cm above ground with 4-12 mm tor steel as main reinforcement and 6 mm MS stirrup @ 30 cm c/c tied with position with annealed black wire,cement concrete proportion 1:2:4 with broken stone aggregate upto 20 mm size including centering moulding at top,curing painting black and whhite alternately in 23 cm strips upto 0.75 m from the top having refective band 2 bnos of desired shade etc as per design and direction complete. ii) 30 cm dia with 6-12 mm tor bar

Costruction of 1.5 mtr Slab Culvert Excavation For Structures:Earthwork in excavation of foundation of structures as per drawing and technical specifications including setting out,construction of shoring and bracing,removal of stumps and other deleterious material,dressing of sides and bottom and backfilling with approved material I)Ordinary soil A)Manual Means a)Without dewatering i)up to 3m depth

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification including steel shuttering formwork N)Without Plasticizer A)PCC Gr M15

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification including steel shuttering formwork N)Without Plasticizer B)PCC Gr M20

Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification including steel shuttering formwork N)Without Plasticizer A)PCC Gr M20

Furnishing and Plaching Reinforcement Cement concreat in super structure B. RCC M25 Case 1 using Concrete mixture (i) For solid Slab and super structure (ii) height up to 5 m.

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing and laying cement concrete wearing corse M-30 grade including reinf. Complete as per technical spesification

Providing and laying Pitching on slopes laid over prepared media including boulder apron laid dry in front of toe Emb. Complete as per technical spesification

Providing and laying weep hole in brick masonary/plain Cement cocrete 100mm dia AC pipe extending througth the full width of the structure with slope of 1 v 20H towards drawing face Complete as per technical spesification

Boulder laid dry without wire creats providing and laying of boulder apron on river bed for protection againest scour with stone boulder weight not then 40 kg each Complete as per technical spesification

Providing and laying filter meterial underneath pitching in slopes Complete as per technical spesification clouse 1302

ANIL DAS