RIDF_XXV_Ratabari_01 Widening and Improvement of Anipur - Zamuang Road (33 km) and new construction of 5 km with 3.75 m carriageway width under RIDF- XXV of NABARD

Amount

(0.00km to 33.00km) Clearing grass & removal of rubbish upto a distance of 50m outside the periphery of the area.

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 lifts and lead of 1000 m as per Technical Specification Clause 202.(B)Cement concrete Manual Means (B) Cement Concrete

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 lifts and lead of 1000 m as per Technical Specification Clause 202. (C )Reinforced Cement Concrete

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 lifts and lead of 1000 m as per Technical Specification Clause 202.(B)Cement concrete Manual Means (B) Cement Concrete

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 lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement mortar

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe

Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts & leads upto 1000m.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300-2

Construction of earthen shoulders & Subgrade with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 (including compansation of earth)

Construction of granular sub-base by prevelling 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 smooth wheel roller to achive the desired, conplete as per Technical Specification Clause.401(i) For grading-I material.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 (A) By Manual Means, (II) WBM Grading-II, (b) Using screening Type-A(13.2mm agg.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 (A) By Manual Means, (II) WBM Grading-III, (b) Using screening Type-A(13.2mm agg.)

Interlocking Concrete Block Pavement(ICBP) Providing and laying interlocking concrete block pavement(ICBP) Conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking pre cast blocks having Compressive strength 40N/Sq.mm. (CC Block on market areas)

(C)Providing and laying M - 40 Grade Edge block/Edge restraints as per Technical specification clause 1504.

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 0.60 kg/sqm using mechanical means. (i) With bitumen emulsion-CSS-1h.

Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg. Per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (I)With Bitumen emulsion CSS-1h ,(a) Normal bituminous surface.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwith bituminous binder@ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. ( including carriage of mixed materials upto 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratoryas directed by the deptt.)(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(B)with Polymer modified bitumen-70 (ii) for Grading-II(19 mm nominal size)

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 60/70, premixed with bituminous binder @ 4.5 to 5% of 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.509. complete in all respect.( including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.)( C )With hydrated lime / cement as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( MoSRT&H specification)(ii)with Polymer modified bitumen 70, (ii) for Grading-II(13 mm nominal size)

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (i)90cm equilateral triangle

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (ii) 60cm equilateral triangle

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (iii) 60cm circular

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (iii) 80cmx60cm rectangular

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (iii) 60cmx45cm rectangular

Providing and erecting direction and place identification retro- reflectorised sign as per IRC: 67 made of encapsulated lens tye reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing.

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.

Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc.(i) 5th Kilometer Stone(Pre-cast)

Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc.(ii) Ordinary Kilometer stone.(Pre-cast)

Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc.(iii) 200 meter stone(Pre-cast)

Providing & fixing metal road stud with dimension 100x50x20mm length anchoring shank 60.4mm Aluminium body with (b) Two way reflective with 2x43 glass elements.

(i) RCC open drain 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(E) RCC grade M-20,(a) Height upto 5m

(ii) RCC cover drain 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(E) RCC grade M-20,(a) Height upto 5m

(iii) Retaining wall 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(A) PCC grade M-15.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.(i) Granular material.

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

1000mm dia HP culvert- 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Labour for laying RCC pipe NP3 for culverts on first class bedding of granular/CC M-15 in single row.(ii) 1000mm dia

Cost of RCC pipe NP3 for culverts (A) 1000mm dia

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-15.

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-15.

(ii) 2.00x2.00m box cell culvert 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-15.

Curtain wall complete as per drawing and Technical specification.Cement concrete Grade M15

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(I) RCC grade M-20.

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications including steel shuttering framework.RCC Grade M 20.Nominal Mix 1 : 2 : 4. Height upto 5.00m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification with TATA make TMT bar

Drainage spouts complete as per drawing and technical specifications

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications

Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate 200mmx6mm of wiedable structural steel conforming to IS:2062 ....etc...etc..specification.

Construction ofprecast R.C.C. railing of M 30 grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical railing RCC post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm, leveling adequate spacing between vertical poss for expansion, complete as per drawing and technical specifications

PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications.

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.(A) With Crushed stone

(iii) 5.00x5.00m box cell culvert- 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-15.

Curtain wall complete as per drawing and Technical specification.Cement concrete Grade M15

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(I) RCC grade M-20.

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications including steel shuttering framework.RCC Grade M 20.Nominal Mix 1 : 2 : 4. Height upto 5.00m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification with TATA make TMT bar

Drainage spouts complete as per drawing and technical specifications

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications

Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate 200mmx6mm of wiedable structural steel conforming to IS:2062 ....etc...etc..specification.

Construction of precast R.C.C. railing of M 30 grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical railing RCC post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm, leveling adequate spacing between vertical poss for expansion, complete as per drawing and technical specifications

Bridge works & renovation of existing bridge 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.i. Depth upto 3.00m

Bored cast-in-situ cum5 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications nd removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)

Pile load test on single vertical pile in accordance with IS:2911(Part-IV) (a) Initial and routine load test

Leveling Course for Pile Cap

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.(B) RCC Grade sqm5. (I) Using Concrete Mixer

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications,TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification. For height upto 5 m .R.C.C. grade M 25

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawings and technical specifications,TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX and clause 2005 MoRTH specification complete including all accessories as per drawings and technical specification

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.including steel shuttering formwork.(B)RCC grade M-25.(ii) For T-beam & slab.(a) Height upto 5.00m.

Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawings and technical specifications,TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and technical specifications

Construction of precast R.C.C. railing of M 30 grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical railing RCC post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm, leveling adequate spacing between vertical poss for expansion, complete as per drawing and technical specifications

Construction of precast R.C.C. railing of M 30 grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical railing RCC post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm, leveling adequate spacing between vertical poss for expansion, complete as per drawing and technical specifications(For renovation of existing bridges)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70mm, compete as per approved drawings and standard specificatios to be installed by the manufacture/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.

Drainage spouts complete as per drawing and technical specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.(i) Granular material.

PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications.

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.(A) With Crushed stone

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

(Ch.33.00Km to 38.00Km) Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts & leads upto 1000m.

Construction of embankment with materials obtained from borrowpits, with all leads & lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(i) Private land.

Construction of earthen shoulders & Subgrade with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 (including compansation of earth)

Construction of granular sub-base by prevelling 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 smooth wheel roller to achive the desired, conplete as per Technical Specification Clause.401(i) For grading-I material.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 (A) By Manual Means, (II) WBM Grading-II, (b) Using screening Type-A(13.2mm agg.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 (A) By Manual Means, (II) WBM Grading-III, (b) Using screening Type-A(13.2mm agg.)

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 0.60 kg/sqm using mechanical means. (i) With bitumen emulsion-CSS-1h.

Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg. Per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (I)With Bitumen emulsion CSS-1h ,(a) Normal bituminous surface.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwith bituminous binder@ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. ( including carriage of mixed materials upto 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratoryas directed by the deptt.)(b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification)(B)with Polymer modified bitumen-70 (ii) for Grading-II(19 mm nominal size)

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 60/70, premixed with bituminous binder @ 4.5 to 5% of 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.509. complete in all respect.( including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.)( C )With hydrated lime / cement as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( MoSRT&H specification)(ii)with Polymer modified bitumen 70, (ii) for Grading-II(13 mm nominal size)

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (i)90cm equilateral triangle

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (iii) 60cm circular

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (ii) 60cm circular near school

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory 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) (iii) 80cmx45cm rectangular

Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc.(ii) Ordinary Kilometer stone.(Pre-cast)

Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc.(iii) 200 meter stone(Pre-cast)

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.

(i) 1000mm dia HP culvert 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-15.

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-15.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia

Plastering with Cement Mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification

(ii) 2.00x2.00m box cell culvert 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications including steel shuttering framework.RCC Grade M 20.For design mix.

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in super-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1203

Providing & laying filter media with granular aggregates as per specification to a thickness of not less that 600mm ..etc..etc..behind abutment.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203 IV) R.C.C.grade M 20

Providing curtain wall complete as per drawing and Technical specification.Stone masonary in case of stone pitching laid with cement mortar.

Providing& laying dry rubble flooring complete as per drawing & technical specification clause 1303.3.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

(iii) 5.00x5.00m box cell culvert 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.

P.C.C. 1:3:6 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14days.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications including steel shuttering framework.(A) PCC grade M-20.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications including steel shuttering framework.RCC Grade M 20.For design mix.

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in super-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1203

Providing & laying filter media with granular aggregates as per specification to a thickness of not less that 600mm ..etc..etc..behind abutment.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203 IV) R.C.C.grade M 20

Providing curtain wall complete as per drawing and Technical specification.Stone masonary in case of stone pitching laid with cement mortar.

Providing& laying dry rubble flooring complete as per drawing & technical specification clause 1303.3.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

SLT INFRACON PVT LTD

Abdul Quddus

DEBOJIT DEB

Shree Gautam Construction Co Ltd