Construction of Road and Bridge

Amount

Dismantling of Structure (Dismantling of existing structure like culverts, bridges , retaining walls and other structure comprising of masonary, cement concrete, wood work , steel work including T&P and scaffolding whereever necessary ,sorting the dismantled material disposal of unserviseable material and stacking the serviceable material with all lift and lead of 1000m) (B) (b) In cement mortar

Removing all types of hume pipes and stacking within a lead of 1000m including earthwork and dismantling of masonary works ` (IX) (b) Above 600mm to 900mm dia

Surface drain in soil (Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines , grades , levels and dimensions to the requirement of clause 301 and 309 . Excavated material to be used in embankment within a lead of 30m (Average lead 25m) b) Manual Means

Excavation in Hilly area in ordinary Rock by Mechanical Means not Repairing blasting : Excavation in Hilly area in Ordinary Rock by Mechanical Means not requiring blasting by mechanical means including triming of slopes b) disposal of cut material on the barren valey side.

Excavation in Hilly area in Hard Rock Repairing blasting : Excavation in Hilly area inHard Rock required blasting by mechanical means including triming of slopes b) disposal of cut material on the barren valey side.

Water Bound Macadam (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 fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) a) Grading III b)Using Screening Type-B

Prime coat (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.)( Including cost of testing of materials at site and laboratory as directed by the deptt (i) With bitumen emulsion-CSS-1h

Providing and applying tack coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6kg/sqm using mechanical means( Including cost of testing of materials at site and laboratory as directed by the deptt.) (I)With Bitumen emulsion CSS-1h

Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. ( including carriage up to initial lead of 5.0 km from quarry and 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.) (a) without antistripping agent (I) Case -I Mechanical Method using penetration grade bitumen and HMP of appropriate capacity not less than 75ton/hour

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) ( including carriage up to initial lead of 5.0 km from quarry )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) Without anti stripping agent Case - II : Type B

HUME PIPE (1000MMDIA) : Excavation for Structures (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. i) Ordinary soil II) Manual Means iii) Without dewatering (upto 3m depth)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification I) Random Rubble Masonry

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M15

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Cost of Reinforcement Cement Concrete Pipe NP31000mm dia as per Prices list of SOR

Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. II) With 1st class beeding of cc M15 (A) 1000mm dia

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.

HUME PIPE (1000MM DIA Double Opening ) : Excavation for Structures (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. i) Ordinary soil II) Manual Means iii) Without dewatering (upto 3m depth)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification I) Random Rubble Masonry

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M15

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Cost of Reinforcement Cement Concrete Pipe NP31000mm dia as per Prices list of SOR

Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. II) With 1st class beeding of cc M15 (A) 1000mm dia

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.

OPEN PUCCA DRAIN :Excavation for Structures (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. i) Ordinary soil II) Manual Means iii) Without dewatering (upto 3m depth)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification I) Random Rubble Masonry

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

RCC SLAB CULVERT : Excavation for Structures (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. i) Ordinary soil II) Manual Means iii) Without dewatering (upto 3m depth)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification I) Random Rubble Masonry

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M15

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Plain /reinforcement cement concrete in sub stucture complete as per drawing and technical specification 1)RCC M20 Ht. upto 5m Case -I -Using concrete mixture

Supply fitting fixing of TMT bar reinforcement in substructure complete as per drawing and technical specification

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 specifications.

Drainage spouts complete as per drawing and technical specifications

RETAINING WALL : Excavation for Structures (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. i) Ordinary soil II) Manual Means iii) Without dewatering (upto 3m depth)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification I) Random Rubble Masonry

Plain/Reinforcement cement concrete in open foundation as per drawing & technical specification A) PCC GR M15

Plastering with cement mortar 1:3 on brick work as per drawing and technical specification

Back filling behind abutment , wing wall , return wall complete as per drawing & technical specification a) Sandy Materials

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.

BREAST WALL :Excavation for Structures (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. i) Ordinary soil II) Manual Means iii) Without dewatering (upto 3m depth)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification I) Random Rubble Masonry

Plain/Reinforcement cement concrete in open foundation as per drawing & technical specification A) PCC GR M15

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.

Back filling behind abutment , wing wall , return wall complete as per drawing & technical specification

Plastering with cement mortar 1:3 on brick work as per drawing and technical specification

BRIDGE PART :Excavation for Structures (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. i) Ordinary soil II) Manual Means iii) Without dewatering (upto 3m depth)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Board cast situ pile

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

Cement concrete for reinforced concrete in Pile Cap complete as per drawing & technical specification B) RCC M25 I) Using Concrete Mixture

Levelleing course for Pile Cap

Reinforcement in Foundation : Supplying fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing & technical specification B) With TATA make TMT Bar

Submission of drawing: (2copies of each drawing to be submitted initially for approval and 6 copies after approval I) Superstructure

SUB-STRUCTURE : Plain/reinforcement cement concrete in substructure complete as per drawing & technical specification A) RCC Grade M25 , Ht. upto 5m (Case -I), Using Concrete Mixture

Supplying fitting and placing un-coated TMT bar reinforcement in Sub-structure complete as per drawing & technical specification B) With TATA make TMT Bar

Providing MS Bar in substructure : Supplying , Fitting and placing MS Bar reinforcement in Sub-structure complete as per drawing & technical specification

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.

Back filling behind abutment , wing wall , return wall complete as per drawing & technical specification (A) Granular Materials

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

SUPERSTRUCTURE :Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including providing plastisizer ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 and steel shuttering frame work B) RCC grade M25 (Case -I) Using Concrete Mixture ii) For T beam & slab a) Ht. upto 5m

Reinforcement in Superstructre : Supplying fitting and placing un-coated TMT bar reinforcement in Super-structure complete as per drawing & technical specification B) With TATA make TMT Bar

Provising and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing & technical specifications.

Drainage spouts complete as per drawing and technical specifications

PCC M15 ordinary grade levelling course below approach slab complete as per drawing & technical specifications.

RCC approach slab including reinforcement and frame work complete as per drawing & technical specifications.

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representativeensuring complianceto the manufacturer's instruction for installation).

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 specifications.

PROTECTION WORK : Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone Boulder

Providing and laying filter materials underneath in slopes complete as per drawing & technical specification.

BRIDGE APPROACH : 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. II) Mechanical Means A) In area of Light Jungle

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankmentupto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,gradesand cross sections.

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials depositedat site from roadwaycutting and excavationfrom drain and foundation of other structures graded and compacted to meet requirement of table 300-2

Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting 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 dep't.) a) From Govt. Land

Granular Sub-base : Construction of Granular Sub-base by providing coarse Graded Material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired density complete as per cl.401( with an Initial lead of 5.0Km) II)For Grading II Material

WBM Grading II : 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 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km) (Quantity from Layer Sheet) II) Grading II c) Using Screening Type B

WBM Grading III : 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 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km) (Quantity from Layer Sheet) III) Grading III c) Using Screening Type B

Prime Coat : Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means(Including cost of testing of materials at site and laboratory as directed by the dep't.) (i) With bitumen emulsion -CSS-1h

Tack Coat : Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom (i) With bitumen emulsion -CSS-1h (B) Dry and Hungry Bituminous Surface

Open Graded premix Surfacing : Providing , laying rolling of open graded premix surfacing of 20 mm thk composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen ( 60-70 Gr) or bitumen impulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller of 8-10 ton capacity to the required level and grade. (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.00 Km initial lead from mixing plant and including cost of testing of material at site and laboratory as directed by the department). ( a ) Without antistripping agent ( I ) Case I : Mechanical method using penetration grade bitumen and HMP of appropriate capacity not less than 75 ton / hour.

Seal Coat : Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coat ( Including carriage up to initial lead of 5.0 km from quarry and testing of materials at site and laboratory as directed by the dept. ( a ) Without antistripping agent ( II ) Case II : Type B

Turffing with sods : Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering.

M/s Agam Construction