Construction of Road and Bridge Work

Amount

Dismantling of Structures (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 metres) (B) (b) In cement mortar

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. (IX) (b) Above 600 mm to 900 mm dia

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm 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 50m ( Average lead 25m ) b) Manual Means

Excavation in Hilly area in Ordinary Rock by Mechanical Means not Requiring blasting : Excavation in Hilly area in Ordinary Rock by Mechanical Means not Requiring blasting including trimming of slopes b) Disposal of cut material on the barren valley side

Excavation in Hilly area in Hard Rock Requiring blasting : Excavation in hilly area in hard rock requiring blasting , by mechanical means including trimming of slopes b) Disposal of cut material on the barren valley side

Construction of Embankment with Material Deposited From Roadway Cutting (Constructin 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 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 Private Land

Making 50 mm x 50 mm Furrows 25 mm deep, 450 to the centre line of the road and at one meter interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated materials within 1000 m lead.

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

HUME PIPE (1000 mm dia) Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and technical specification b) Random Rubble Masonry

Plain/Reinforcement cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M 15

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

Cost of Reinforcement Cement Concrete Pipe NP3 1000 mm dia as per Prices list of SOR

Labour for Laying Reinforcement Cement Concrete Pipe NP3/NP4/Prestress concrete pipe for culverts on first class bedding of grenular materials/CC M15 in SINGLE ROW including fixing coller with cement morter 1:2 and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonery work in head wall and parapet, cost of pipe and cost of CC bedding II) With 1st class bedding of cc M-15 (A) 1000m dia

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wingwall,returnwall with 100mm dia AC pipe extendeing through the full width of the structures with slope of 1(V):20(H) towards drawings face complete as per drawing and technical specification

HUME PIPE (1200 mm dia) Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Plain/Reinforcement cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M 15

OPEN PUCCA DRAIN Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and technical specification b) Random Rubble Masonry

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

COVER PUCCA DRAIN Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and technical specification b) Random Rubble Masonry

Plain/Reinforcement cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M 15

Plain/Reinforcement cement concrete, in open foundation complete as per drawing and technical specification (C) RCC GR M20 Case I : Using Concrete mixture

(B) Supply, fitting and placing un-coated TMT (Fe415) bar reinforcement in Foundation complete as per drawing and technical specifications

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

RCC SLAB CULVERT Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and technical specification b) Random Rubble Masonry

Plain/Reinforcement cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M 15

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

Plain/Reinforcement cement concrete, in Sub-structure : complete as per drawing and technical specification and steel shuttering work (E) RCC GR M20 (a) Height upto 5m Case 1) Using concrete mixture

(B) Supply fitting fixing of TMT bar reinforcement in Sub-structure complete as per drawing and techinical specification

Construction of RCC Railing of M-30 grade : in cast in situ with 20mm nominal size aggregate ,true to the line and grade,tolerance of verticalRCC post not to exceed 1 in 500,centre to centre spacing between vertical posts not to exceed 2000mm leaving adequate space between posts for expansion as per drawing and technical specifications

Drainage Spout complete as per drawing specification

RETAINING WALL Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and technical specification b) Random Rubble Masonry

Plain/Reinforcement cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M 15

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 and technical specification B) Sandy materials

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

BREAST WALL Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and technical specification b) Random Rubble Masonry

Plain/Reinforcement cement concrete, in open foundation complete as per drawing and technical specification (A) PCC GR M 15

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

Back filling behind abutment, wing wall, return wall complete as per drawing and technical specification B) Sandy materials

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

BRIDGE PART Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material I) Ordinary soil A) Manual Means I) Without dewatering i) up to 3m depth

Excavation for Structures : Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means I) Without dewatering i) 3 m to 6 m depth

Sand Filling in foundation trenches : Sand Filling in foundation trenches as per drawing and technical specification

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

Cement concrete for reinforced concrete in Pile Cap complete as per drawing and technical specification B ) RCC M 25 (I) Using concrete mixture

Levelling course for pile cap

Plain/Reinforced cement concrete in open Foundation : Complete as per drawing and techinical specification A) PCC Gr M15

Plain/Reinforced cement concrete in open Foundation : Complete as per drawing and techinical specification E) RCC Gr M25 Case 1: Using Concrete Mixer

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

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

SUB-STRUCTURE Plain and reinforced cement concrete in substructure : complete as per drawing and technical specification and steel shuttering framwork (F) RCC Grade M25 (a) Height upto 5m (Case -1) Using Concrete Mixture

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

Providing MS bar reinforcement in Sub-structure : Supplying, fitting and placing MS bar reinforcement in Sub-structure complete as per drawing and technical specification.

Providing weep holes : in brick masonry/stone masonry, plain/reinforced concrete abutment, wingwall,returnwall with 100mm dia AC pipe extendeing through the full width of the structures with slope of 1(V):20(H) towards drawings face complete as per drawing and technical specification

Back filling behind abutment, Wingwall and return wall complete as per drawngs & technical specification (A) Granular Materials

Providing and laying filter media : with granular materials / stone crushed aggregates satisfying the requirements laid down in cl. 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall, returnwall to the full height, compacted to the firm condition complete as per drawing and tecnical specifications

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.

Supplying,fitting and fixing inposition true to line and level Cast Steel Rocker bearing : conforming to IRC:83(Part-I) section IX and cl. 2003 of MoRTH specifications complete,including all accessories as per drawing and technical specification

Supplying,fitting and fixing inposition true to line and level Forged Steel Roller bearing conforming to IRC:83(Part-I) section IX and cl. 2003 of MoRTH specifications complete,including all accessories as per drawing and technical specification

SUPER-STRUCTURE Furnishing and Placing Reinforced /Prestessed cement concrete in superstructure as per drawing and technical specification including providing plastisizer(Masterplast PL-1/SPL-2 or equivalent, air entraining and water reducing plastisizer(Masterplast PAE or equivalent) and accelerating plastisizer(Masterplast ACPL or equivalent) conforming to IS-9103-1999 and steel shuttring framework B) RCC grade M-25 (Case -1) Using Concrete Mixture (ii) For T-Beam and Slab (a) Hight upto 5m

Furnishing and Placing Reinforced /Prestessed cement concrete in superstructure as per drawing and technical specification including providing plastisizer(Masterplast PL-1/SPL-2 or equivalent, air entraining and water reducing plastisizer(Masterplast PAE or equivalent) and accelerating plastisizer(Masterplast ACPL or equivalent) conforming to IS-9103-1999 and steel shuttring framework B) RCC grade M-40 (Case -1) Using Concrete Mixture (ii) For T-Beam and Slab (a) Hight upto 5m

Reinforcement in Super Structure : Supplying, fitting and placing un-coated TMT bar reinforcement in super structure complete as per drawing and technical specification. B) With TATA make TMT rebar

High Tesile Steel Wire/Strand including all accessories for Stressing operation and grouting complete as per drawing and technical specification

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

Drainage spouts complete as per drawing and technical specifications

PCC M15 ordinary grade leveling course below Approach Slab complete as per drawing and technical specification

RCC Approach Slab including reinforcement and frame work complete as per drawing and technical specifications b) with TATA make TMT rebar

Strip Seal Expansion joints : Providing and laying strip seal expansion joints catering to a maximum horizontal movement upto 70mm, complete as per approved drawing and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation

Construction of RCC Railing of M-30 grade : in cast in situ with 20mm nominal size aggregate ,true to the line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical posts not to exceed 2000mm leaving adequate space between posts for expansion as per drawing and technical specifications

Construction of SUB-WAY including maintenance till completion of RCC Bridge Construction of Embankment with Material Obtained borrow pits : Construction of embankment 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 compansation of earth.)(Including cost of testing of materials at site and laboratory as directed by the deptt.) (From Earthwork Sheet) (a) Private Land

PROTECTION WORK Providing and laying 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 wieghting not less than 40 kg 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 specification A. Stone Boulder

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

BRIDGE APPROACH Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. II)By 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 embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.

Construction of Embankment with Material Deposited From Roadway Cutting (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 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

Turfing 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 Purbanchal Suppliers & Contractors

M/s Agam Construction