Dispur-10

Amount

BATAHGHULI Tiniali: Tack Coat :- Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion distributor at the rate 0.25 to 0.30 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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.) B. with polymer modified bitumen 70 , (ii) for grading II (13mm nominal size )

Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications clauses 702,704,1202 and 1204. III) Random Rubble masonary, in 1:3 cement mortar ( Repairing of road sides stone masonary guard wall, damaged in different stretches from Ch. 0.00m - 1000.00m)

Plastering with cement mortar (1:4 ), 15mm thick on brick work in sub-structure as per Technical specifications clauses 613.4 and 1204 ( plastering of road sides repaired stone masonary wall, which are damaged in different stretches from Ch. 0.00m - 1000.00m)

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 - 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 smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming , stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading - III as per Technical Specification clause 405 (A) By Manual Means

Providing and laying Interlocking Concrete Block Pavement (ICBP) M40 having thickness 80mm as per technical specification clause 1504 complete including carriage .

Excavation for Structures (Earth work in excavation for structure as per drawing and technical specification, clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50.00m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil , upto 3.00m depth .

Removal of Unsuitable Soil with Disposal upto 1000 metres (Removal of unsuitable soil including excavation, loading and disposal upto 1000 metres lead but excluding compection upporting embankment subgrade sreplacement by suitable soil which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11)

Providing and laying of dry rubble Flooring, complete as per drawing and technical specification , clause 1308.3 works.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications clauses 702,704,1202 and 1204. III) Random Rubble masonary, in 1:3 cement mortar

Filling in Foundation Trenches as per Drawing & Technical Specification clause 305.3.9 , ( I ) Sand filling

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.

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 drawing and technical specifications clauses 1002, 1005, 1010 and 1202 , ( for cross beam )

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 .

Plastering with cement mortar (1:4 ), 15mm thick on brick work in sub-structure as per Technical specifications clauses 613.4 and 1204

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 , II ) Sandy materials

PATHAR QUARRY Satgaon Road: Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

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 restraint Qnty.= 1 x 176.8 x 7.5 = 1326.00 m2

SPEED BREAKER Bagharbori Road: Tack Coat :- Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion distributor at the rate 0.25 to 0.30 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. ( for speed breaker )

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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.) B. with polymer modified bitumen 70 , (ii) for grading II (13mm nominal size ) for speed breaker

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 ( For speed breaker )

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 surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. ( for speed breaker )

Cleaning and desilting of road sides drain/cross drain by mechanical means with adequate road safety measure by providing caution board/ safety ribons/proper lighting if nacessary etc. without damagingthe footpath/slab/road surface including immediate disposal of the semi solid silt/garbages etc............................... as directed by the Engineer - in - charge .

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 drawing and technical specifications clauses 1002, 1005, 1010 and 1202 , ( for cross beam )

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork. A.With Crushed stone (iii) RCC Grade M20 (i) Height upto 5m Case I Using concrete Mixer

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

Labour for fitting and fixing the pre cast slabs at foot path site including carriage (considering 20 Nos of slab per day by 1 No. skilled and 3 nos sunskilled labours Mason/

Labour for fitting and fixing the pre cast slabs at foot path site including carriage (considering 20 Nos of slab per day by 1 No. skilled and 3 nos sunskilled labours unskilled

Homen Borgohain Road: Dismantling of existingstructures like culverts bridges retaining wallsandother Dismantlingofexistingstructureslike culverts, bridges, retaining wallsandother 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 perTechnical Specification Clause 202 (ii)By Mechanical Means (b) Reinforced Cement Concrete

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land

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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with..etc and compacting to the required density (With an initial lead of 5.00 km) (ii) 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..etc and compacting to the required density (With an initial lead of 5.00 km) (iii) Grading III

Primer 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 rateof 1.00 kg/sqm using mechanical means.)(Including cost of testing of materials at site and laboratory as directed by the deptt

Tack Coat:-Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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, premixed with 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 up to 10.0 Km initial lead from mixing plant )at site and laboratory as directed by the deptt.)( Including cost of testing of materials (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 hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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.) (B)With Polymer modified bitumen 70(ii) For Grading II (13 mm nominal size)

Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints

Excavation for structures : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil, A ) Manual Means, (b) Depth up to 3.00 m ( with dewatering )

Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.

Providing concrete for Plain/Reinforced concrete in open foundation complete as per drawing and technical specification cl.802,803,1202,& 1203 (A). (I) PCC GR-M-10

Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar (From Primary producer, TATA/SAIL/Esser steel/ Jindal steel/Shyam/RINL ) in sub-structure complete as per drawing and technical specifications Cl.1002,1005,1010 & 1202

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification and steel shuttering formwork. A.With Crushed stone (iii) RCC Grade M20 (i) Height upto 5m Case I Using concrete Mixer

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.(B) sandy materials

Clearing of mud ,soil, silt from the road surface / debries from road side drain deposited at road side for removel afterexcavation upto 5.00 km out side the city…..@2 to 3 times cleaning per month.

HPC-Homen Borgohain Road E/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. (

Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802, 803, 1202 & 1203. (M-10, Nominal Mix 1:3:6)

Stone Masonry work in cement mortar Stone masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.I(i) n 1:4 cement mortar

Stone Masonry work in cement mortar in sub-structure Stone masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 1000mm dia.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.

RCC CULVERT and approaches Homen Borgohai Road: 1/Construction of RCC cross culvert 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 materials. (I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)

2/3.7 / Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Dry rubble flooring, Providing & laying of dry rubble flooring complete as per drawings and technical specifications cl. 1304.

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 .'PCC Grade M15

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (E)R.C.C. Grade M20 (a) Height upto 5m

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

Providing , fitting , fixing of MS Channels and RS Joist over foot path, drain as drain cover and apporach slab including welded the channel and placed over RS Joist including all labour and transportation etc. as per drawing & Technical specification.

Providing weep holes in Brick masonry Plain/Reinforced concrete abutment, wing wall / return wall with 100 mm AC pipe,extending through the full width of the structure...

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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 lifts and lead of 1000 m as per Technical Specification Clause 202. Cement concrete

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

Removal of unserviceable soil complete and as directed by the Department

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. By Mechanical Means,Bituminous Courses

Removal of unserviceable soil complete and as directed by the Department

)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. For Grading II 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, 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.By manual means iii) Grading - III materials

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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, premixed with 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 up to 10.0 Km initial lead from mixing plant )( Including cost With Polymer modified bitumen 70

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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.)

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.

M/S Trinayan Associates

ICB INFRATECH

Joy Charan Barman