Balance work for construction of Road from Ukhamati to Uriumguri via Holokhbari including CD works and routine maintenance for 5 years under PMGSY for the year 2017-18

Amount

Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth pto 300mm removal of stumps of trees cut earliar and disposal of unseviceable materials &stackings of serviceable materials to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150m in thickness. i) By manual means, a) In area of non thormy jungle

Const of embankment with approved materials obtain from borrow pits:- Const of embankment with aprooeved materials obtained from borrow pits with a lift up to 1.5 m , tansporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause i) 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) including compensation of earth. (Including cost of testing of materials at site and laboratory as directed by the deptt.) a) Private land

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)

Striping,storing and preservatio of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 M interval and reapplication on embankment slopes,cut slopes and other areas in localities where the available embankment mate

A) By mix in place Method :- Construction of granular sub-base by providing well graded materials,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 (i) for grading-I Material

Water Bound Macadam Sub-Base/Base 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 material to fill up the interstices of coarse aggregate,watering and compacting to the required density,Gr-II as per cl. 405. 2) Grading -III (A) By Manual Means

ICBP , including edge Block/eage restraints. (as per PWD aprv road)

Trafic :- Signs A Retro- reflectorised Trafic Signs 1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC-57 made of encapulated lens type reflective sheeting vide clasue 1701.2.3 fixed over aluminlum sheeting 1.5mm thick supporting on a mild steel angle lron post 75mm x 75mm 6mm fixed to the ground by means of property desgned foundation with M15 grade cement concrete 450mm x 450mm x600mm below ground level as per drawings and technicals specification cluse 801. ii) 60 cm equilateral triangle

Trafic :- Signs A Retro- reflectorised Trafic Signs 1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC-57 made of encapulated lens type reflective sheeting vide clasue 1701.2.3 fixed over aluminlum sheeting 1.5mm thick supporting on a mild steel angle lron post 75mm x 75mm 6mm fixed to the ground by means of property desgned foundation with M15 grade cement concrete 450mm x 450mm x600mm below ground level as per drawings and technicals specification cluse 801. ii) 60 cm circular

Providing and ERECTING informatory sign as per IRC-57 made of encapulated lens type reflective sheeting vide clasue 1701.2.3 fixed over aluminlum sheeting 1.5mm thick supporting on a mild steel angle lron post 75mm x 75mm 6mm fixed to the ground by means of property desgned foundation with M15 grade cement concrete 450mm x 450mm x600mm below ground level as per drawings and technicals specification cluse 801. ii) 80 cm x 60 cm rectangular.

Kilometer Stone . i)(ordinary /kilometer stone)

Kilometer Stone. ii) 200 m stone(precast)

Providing and fixing og typical PMGSY informatiory sign board with logo as per MORD specifications and drwaing. Three MS plates of 1.6mm thick , top and middle plate will be welded with MS flat iron 25mm x 25mm 5mm . the lower plate....................................mixed synthetic emnuamel paint of superior quality in required shape and colour. All section of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701.

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work 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/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Boundary Pillar, Rainforced cement concrete M15 Grade boundary pillars/local stone of standard design as per IRC:25, fixed in positionincluding finishing and letaring but excluding painting as per drwaing and technical specification clause 1704.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mech. means Depth upto 3.00m

Plain/Reinforced concrete in well foundation A. Well Curb RCC M25 grade Case I using concrete mixer

Plain/Reinforced concrete in well foundation B. Well Steining RCC M25 grade Case I using concrete mixer

Plain/Reinforced concrete in well foundation Well Cap RCC M20 grade Case I using concrete mixer

Sinking of 6m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications Add depth beyond 10m up to 20m

Sand filling in wells complete as per drawing and technical specifications

Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

Supplying, fitting and placing uncoated TMT bar reinforcement in substructure complete as per drawing and technical specifications

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 With Crushed Stone RCC M35 Case-I using concrete mixer for T beam and Slab

Supplying, fitting and placing uncoated TMT bar reinforcement in superstructure complete as per drawing and technical specifications

Providing and laying cement concrete wearing coat M-30 grade With Crushed Stone

RCC railing of M30 Grade, aggregate size not exceeding 12mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion. complete as per approved drawings and technical specification.

Drainage spouts complete as per drawing and technical specifications Clause 1209

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 With Crushed stone Nominal mix1:2.5:5

Making subway 3 m width including providing banner and sign boardand lane etc.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, compete as per approved drawings and standard specifications to be isntalled by the manufacture/suplier or their authorised representative ensuring compliance to the manufacturer’s instruction for installation

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Routine Maintenance after completion of the work for 1st year

Routine Maintenance after completion of the work for 2nd year

Routine Maintenance after completion of the work for 3rd year

Routine Maintenance after completion of the work for 4th year

Routine Maintenance after completion of the work for 5th year

M s Gunjan Construction