SOPD_G_25_26_07 Construction of Road Salbari to Bhuyanpara Road under SOPD-G for the year 2024-25

Amount

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

Embankment Construction with Material Obtained from Borrow Pits (Construction of 24 Item No. Description Unit Rate (18-19) Ref. of MoSRT&H 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 (i) 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.

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 (A)(II) For Grading II Material

Cement Treated Sub-Base : Providing in-situ Stabilization od Sub-Base by using Cement as per design mix (3-4%) using environment friendly truck mounted cement spreader with computer control spray system of spraying width upto 2.4 m as per specification. The pre spread cement, sub base materials shall be processed in-situ by using self propelled 4 wheeled individual hydraulic drive cold recycler/ stabilizer equipment with working width 2.4 m fitten with 440 KW Engine.The stabilizer equipment shall have inbuilt water spray bar system with built in nozzles to evenly spray, for stabilization purposes.

Wet Mix Macadam (Providing, laying, spreading cum 2429.00 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 10.0Km initial lead from mixing plant )

Prime Coat ii) Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) onprepared surface of granular base including clean ing of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502

Tack Coat iii) Providing and applying tack coat with Bitumen emulsion (RS-1) usingemulsion distributor at the rateof 0.25 to0.30 kgper sqmon thepreparedgranular surface streated with primer & cleaned with Hydraulic broom asper Technical Specification Clause 503.

Dense Graded Bituminous Macadam (Providingand layingdense bituminousmacadamwith100-120TPH batchtype HMP producingan averageoutput of 75 tonnes per hour using crushed aggregates of specifiedgrading, premixed with bituminous [email protected]%by weightof total mixand filler transporting the hotmiox toworksite, laying with ahydrostatic paver finis herwith sensor control to the reqd.grade, lavel dalignment, rolling with smooth wheeled, vibratory and tandem roller stoachieve the desired compaction as per MoSRT&Hcl.no.507. completein all respect. (including carriage of mixed materials upto10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) I With hydratedlime / cement as filler (refertable500-9ofMoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size)

Bituminous Concrete : Providingand layingbituminousconcretewith 100-120 TPH batch type hot mix plant producing an average outp utof 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous [email protected] to 5.6%of mix and filler transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction as per MoSRT&Hcl. no.509.complete inall respect. (including carriage of mixed materials upto10.0Kminitial lead from mixingplant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) I With hydratedlime /cementas filler (refertable 500-9 of MoSR T&H specification) B With Polymer modified bitumen 70 (ii) for Grading II (13 mm nominal size)

Retro reflectorised Traffic sign: Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 90 Cm equilateral traingle

Retro reflectorised Traffic sign: Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 60 cm equilateral traingle

Retro reflectorised Traffic sign: Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (v) 60 cmm x 45 cm rectangular

Retro reflectorised Traffic sign: Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 60 cm circular

Retro reflectorised Traffic sign: Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 80 cm x 60 cm rectangular

Retro reflectorised Traffic sign: Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (vii) 90 cm Octagonal

ANIL DAS CONSTRUCTION PVT LTD (BID ID -269664)