Work of widening and strengthening of Khurhat Ranipur Kajha Sarsena Road (ODR)

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Morth Spe.3.6/301

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirment of table 300-2 as per Morth Spe.3.17/305

Construction of sub grade and earthen shoulder with approved material obtained from borrow pits with all lift and leads transporting to site up to 1.00 km, spreading grading to required slopes and compacted to meet requirement of Table-300-2.. as per Morth Spe.3.18/305

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 meters Morth Spe. 305.4.3/3.15

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Morth Spe. 301/3.6

Construction of granular sub-base by providing close 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 clause 401.Morth.spection 4.1/401

Providing , laying , spreding and compacting graded stone aggregate to wet mix macadam specification including preixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base / base couse on well prepared surface and compacting with vibratory roller to achieve the disired density. As per Morth Spe. 4.14 /406

Providing and applying prime coat with bitumien emulsion on prepared surface of granular Base inlcuding clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechinical means .

Providing and laying dense graded bituminous macadam Grading-I with 120 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects.

Providing and applying tack coat II with Bitumen VG-10 using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Clause 503. .As per Morth Spe.5.5/507

Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 5.50/ 507 complete in all respects.

Supply and fixing of Ordinary (precast) kilometer stone , etc.complete.

Supply and fixing of Ordinary (precast) hecto meter etc.complete.

Supply and fixing of Ordinary (precast) 5th km stone , etc.complete.

(Construction of 1x2.00M Span RCC Culvert 2 No.) Earth work Excavation 0f Foundation of structure as per drawing and technical spection , including sitting out, construction of shoring and bracing ,removal of stumps and other deleterious matter,dressing of sides and buttom and back filling with approved matterial.

(Construction of 1x2.00M Span RCC Culvert 2 No.) Plain cement 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.

(Construction of 1x2.00M Span RCC Culvert 2 No.) Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

(Construction of 1x2.00M Span RCC Culvert 2 No.) R.C.C. in M25 with one part of cement 1.50 part coarse sand and 3 part of 20 mm gauge hard stone grit in slab and bed block including all taxes , royalty but excluding cost of steel including supply of all materials , labour , T&P and etc. required for proper completion of the work as per direction of E/I

(Construction of 1x2.00M Span RCC Culvert 2 No.) M.S iron work in plain work such as in reinforcement cement concrit including wrought to required shape & section including bending and binding including supply of steel its wastage , bind hook authorized over lapping shall be measured and including supply of all martial , labour T&P etc. required for proper completion of the work as per direction of E/I

(Construction of 1x2.00M Span RCC Culvert 2 No.) Providing and laying weep holes in stone masonry abutment , wing wall, retaining wall with 10 cm dia PVC pipe entering through the full with of the surface with slope of 1 (V) :20(H) ( including S/O all materials , labour T&P and etc. required for proper completion of work as per direction of E/I.

(Construction of 1x2.00M Span RCC Culvert 2 No.) Struct cement pointing with 1:2 cement and course sand including all taxes ,royalty , and including supply of all martial , labour T&P etc required for proper completion of work as per direction of E/I .

(Construction of 1x2.00M Span RCC Culvert 2 No.) 12mm thick cement plaster in 1:4 cement and course sand mortar including all taxes , royalty and including supply of all material , labour , T&P etc. required for proper completion of work as per direction of E/I .

(Construction of 1x2.00M Span RCC Culvert 2 No.) Providing and laying Filter media with granular crushed aggregate as per specification to a thickness of not less then 60 cm with small size lowers the bigger size towers the wall and providing entire surface behind abutment , wing wall , return wall to the full height completed to firm condition complete including all materials , labour , T&P and etc. required for proper completion of the work as per direction of E/I .

(Construction of 1x3.00M Span RCC Culvert 2 No.) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

(Construction of 1x3.00M Span RCC Culvert 2 No.) Plain cement 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.

(Construction of 1x3.00M Span RCC Culvert 2 No.) Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

(Construction of 1x3.00M Span RCC Culvert 2 No.) R.C.C. in 1:1.5:3 with one part of cement 1.50 part coarse sand and 3 part of 20 mm gauge hard stone grit in slab and bed block including all taxes , royalty but excluding cost of steel including supply of all materials , labour , T&P and etc. required for proper completion of the work as per direction of E/I.

(Construction of 1x3.00M Span RCC Culvert 2 No.) M.S iron work in plain work such as in reinforcement cement concrit including wrought to required shape & section including bending and binding including supply of steel its wastage , bind hook authorized over lapping shall be measured and including supply of all martial , labour T&P etc. required for proper completion of the work as per direction of E/I

(Construction of 1x3.00M Span RCC Culvert 2 No.) Providing and laying weep holes in stone masonry abutment , wing wall, retaining wall with 10 cm dia PVC pipe entering through the full with of the surface with slope of 1 (V) :20(H) ( including S/O all materials , labour T&P and etc. required for proper completion of work as per direction of E/I.

(Construction of 1x3.00M Span RCC Culvert 2 No.) Struct cement pointing with 1:2 cement and course sand including all taxes ,royalty , and including supply of all martial , labour T&P etc required for proper completion of work as per direction of E/I .

(Construction of 1x3.00M Span RCC Culvert 2 No.) 12mm thick cement plaster in1:4 cement and course sand mortar including all taxes , royalty and including supply of all material , labour , T&P etc. required for proper completion of work as per direction of E/I .

(Construction of 1x3.00M Span RCC Culvert 2 No.) Providing and laying Filter media with granular crushed aggregate as per specification to a thickness of not less then 60 cm with small size lowers the bigger size towers the wall and providing entire surface behind abutment , wing wall , return wall to the full height completed to firm condition complete including all materials , labour , T&P and etc. required for proper completion of the work as per direction of E/I .

( 900 MM Dia NP3 Hume Pipes Culvert ) Earth work Excavation 0f Foundation of structure as per drawing and technical spection , including sitting out, construction of shoring and bracing ,removal of stumps and other deleterious matter,dressing of sides and buttom and back filling with approved matterial.

( 900 MM Dia NP3 Hume Pipes Culvert ) Plain cement 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.

( 900 MM Dia NP3 Hume Pipes Culvert ) Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

( 900 MM Dia NP3 Hume Pipes Culvert ) 900 mm dia NP3 Hume pipe culvert 2.50 M long (Pipe Cost)

( 900 MM Dia NP3 Hume Pipes Culvert ) 900 mm dia NP3 Hume pipe culvert 2.50 M long ( Collar cost)

( 900 MM Dia NP3 Hume Pipes Culvert ) Pointing with cement mortar (1:2 ) on brick work in substructure as per Technical Specifications as per direction of E/I . (33.6)

( Const. of U Type RCC Deep Drain ) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 backfilling in trenches with excavated suitable material

( Const. of U Type RCC Deep Drain ) P. C.C. with M15 cement , coarse sand and 4 cm gauge Dalla grit including all taxes , royalty and including supply of martial , labour and T&P etc. required for proper completion of work as per direction of E/I

( Const. of U Type RCC Deep Drain ) Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20

( Const. of U Type RCC Deep Drain ) Supplying, fitting, and placing MS bar reinforcement in superstruc ture complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Cantiliver Board 6M Span over head Cantilever Structure with 300 dia M S one vertical post Supply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90×0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC-M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010complete in all respect The Rates shall include cost of design fabrication, supply, transportation. Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine. material and labour required for proper completion of work as per direction of Engineer-in-charge .

Informetry Board Providing and fixing of reflective signs with a corrosion resistsnt 4 mm thick aluminium complete panel face to fully covered with high intensity prismatic sheeting type -iv AS PER IRC-67-2010 Retro reflective sheeting with MS angle frame of 35x3.

Caution Board Providing and erecting direction and place identification retro reflectorized sign as per IRC-67 made of high intensity grade sheeting vide clause 800.1 fixed over aluminium sheeting 2 mm thick over area not exceeding 0.9 sqm supported on mild steel angle iron post 75x75x6 mm firmly fixed to the arround by means of properly designed foundation with M15 grade cement concrete 45x45x60 mm below ground level as per approved drawing complete 90x90 cm Triangular Board

Stop Board

Hazard Board

Circular Board

Retro-Reflective sheeting type IV with 4 mm thick ACM double side Providing and fixing of reflective signs with a corrosion resistsnt 4 mm thick with 0.4 to 0.5 mm both side aluminium complete panel face to fully covered with high intensity prismatic sheeting type -iv AS PER IRC-67-2010 Retro reflective sheeting with MS angle frame of 35x35x3 back frame etc all completea As MORTH 801 Specification.

Thermoplastic painting Road marking with Hot Applied Thermpplasic compound with Reflectorsing glass Beads on bituminous surface Supplying and installation of delinators (road way indicators, hazard markers, object marker) 80-100 cm high above ground lavel , panted balck and white in 15 cm wide strips fitting with 80x100 mm rectangular or 75mm dia circular reflactorised panal at the top buried or pressed into the ground and conforming to IRC:79 and the drawing

Delinators Supplying and installation of delinators (road way indicators, hazard markers, object marker) 80-100 cm high above ground lavel , panted balck and white in 15 cm wide strips fitting with 80x100 mm rectangular or 75mm dia circular reflactorised panal at the top buried or pressed into the ground and conforming to IRC:79 and the drawing

TRAFFIC SIGNS Tree -Plate Providing and fixing of retro-reflective tree plate made of 1mm thick alluminium sheet face to be fully covered with H.I.P retro reflective sheeting (Type 4) of every dennission of ASTMDCA4 in yellow/orange/red color complete size- 6" x 6" at site. (Including all taxes but excluding cost of GST) Fixing roads and location attached. As per direction of E/I.

Road marking with hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Transverse Bar /Repeated) P/L hot appiled thermoplastic compound 5 mm thick, including reflectorising glass @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC: 35-2015 the finished surface to be level, uniform and free from streak and holes As per direction of E/I.

M/s Shyamdhar Enterprises

JAI SHAKTI CONSTRUCTION

M/S RAJ CONSTRUCTION