Arunoday Path connecting to Shri Shirdi Sai Baba Mandir

Amount

Dismantling of Flexible Pavements-Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (1) By Manual Means (A) Bituminous Course

Dismantling of Structures:Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining 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 lifts and lead of 1000 m as per Technical Specification Clause 202.(1) By Manual Means (C) Reinforced Cement Concrete

Dismantling of Stone Masonry as per Technical Specification:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 (B)Rubble Stone Masonry in Cement Mortar

Excavation of Structures: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.(V) Marshy Soil

Removal of Unserviceable Soil with Disposal up to 1000 metres. Removal of Unserviceable Soil with Disposal upto 1000 metres ( Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.1 ). Notes:- This item does not include replacement of unsuitable soil by suitable soil replacement,where required,is to be provided and paid seperately under clause 303.5.5

Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)

Granular Sub-base with well graded material(Table 400.1)(A) By Mix in place Method:Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading ii Materials

Water Bound Macadam Sub-base/base(2) WBM Grading 2,using Stone Screening Type-B 22.2mm for Gr-II:Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing packing, rolling rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (A) By Manual Means

Water Bound Macadam Sub-base/base(2) WBM Grading 3,using Stone Screening Type-B 22.2mm for Gr-III:Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing packing, rolling rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (A) By Manual Means

Inter Locking concrete Block pavement (A)Interlocking pavement block:-Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage(a) Including Edge Block/Edge restraints

Providing and laying Colour Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.

Filling the foundation Trenches as per drawing and Technical Specification clause 1203.4.3 (I) sand filling

Providing and laying dry rubble Flooring complete as per drawing and technical specification clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803 , 1202 and 1203. , A) with crushed stone (II) PCC Gr. M10 , Nominal Mix 1:3:6

Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar ( Other ISI approved TMT reinforcement bar ( SAI/BISCON/THERMAX or equivalent ) in substructure complete as per drawings and technical specification clauses 1002, 1005. 1010 and 1202 .

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork , (E) RCC Gr. M20 , (a) height upto 5.00M , case -II , Using Batching plant, Transit mixture & Concrete Pump .

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork , (E) RCC Gr. M20 , (a) height upto 5.00M , case -I , Using Concrete mixer .

Weep Hole Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1 V:20 H towards drain face. Complete as per drawing and technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification. Clause 1204.3.8 (II) sandy materials

Dismantling of Flexible Pavements-Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (1) By Manual Means (B) Granular course

Dismantling of existing 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 m as per Technical Specification Clause 202(1) 'By Manual Means (B) cement concrete grade

Supplying, fitting and fixing ISBM beam CI saddle etc in position including necessary scaffolding cutting them to required sizes,drilling holes and supply and necessary bolts nuts painting two coats complete

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802.803.1202 & 1203 A With Crushed Stone(V) RCC Grade M-25

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork , (B) PCC Gr. M20 , (a) height upto 5.00M ,

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 , A. with crushed stone

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 x 100 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

Stone Masonry work in cement mortar for substructure complete as per drawing and Technical Specification clauses 702,704,1202,1204(III),in 1:3 Cement Mortar

Plastering with cement mortar(1:3) 15mm thick on brick work in parapet as per technical specification Clauses 613.4 and 1208.4

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clauses 802,804,805,806.807.1202 and 1204 (A) With Crushed Stone (B) RCC Grade M25 (i) for height upto 5.00M ,

Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar ( Other ISI approved TMT reinforcement bar ( SAI/BISCON/THERMAX or equivalent ) in super structure complete as per drawings and technical specification clauses 1002, 1005. 1010 and 1202 .

Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar ( Other ISI approved TMT reinforcement bar ( SAI/BISCON/THERMAX or equivalent ) in substructure complete as per drawings and technical specification clauses 1002, 1005. 1010 and 1202 .

Providing and laying reinforced concrete in super structure complete as per drawings and technical specifications clause 800,803.1205.4 and & 1205.5( A )With Crushed Stone(V) RCC Grade M-25,Ht up to 5M

Providing Bamboo Palasiding erected with 1st class bamboo(Bholuka) 85mm to 100mm dia closely packed & driven ground 2.50m below ground 3.50m above ground(Middle Row) and 3.00m below ground 3.00m above ground(Side Row) including fitting and fixing railling with 1st class bamboo(Jati) @ 0.50m C/C the core strings and struts 1500mm apart longitudinally and filled the gap with sand filled cement bag finished and completed as directed by Department

Providing Concrete for Plain/Reinforced concrete, in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 (A) With Crushed stone(IVI) RCC Gr. M20

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With crushed Stone (I) P.C.C grade M-15 ,Nominal mix 1:2.5:5

Road Marking with Hot Applied Thermoplastic compound with reflectorising glass beads:-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

Direction and place identification sign more than 0.95 sqm size board(A) Retro-reflectorised Traffic Sign:-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic sign(A) Retro reflectorised Traffic sign:-(I)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 80(i) 900mm Equilateral triangle

Traffic sign(A) Retro reflectorised Traffic sign:-(I)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 80(i) 600mm Equilateral triangle

Traffic sign(A) Retro reflectorised Traffic sign:-(I)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 80(i) 600mm Circular

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Road Marker/Road Stud with lens Reflector:-Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes , 150mmin width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001.

Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.

Tree Plantation:-Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m 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 three year.

North East Contractors Pvt. Ltd.