MMNPPNA_24_25_08 (i) Construction of Breast Wall, Drain etc including Road safety and Road furniture at Haflong Lower Haflong Road,(ii)Strengthening of PWD Colony No.II Approach Road ( CH 0.00m to Ch 125.00m),(iii)Strenghtening of Road from Sambudha

Amount

(i) Construction of Breast Wall, drain etc. including Road Safety & Road Furniture at Haflong Lower Haflong Road 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 Spec

Exacavation for structures Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead

Brick Soling : Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(A)With crushed Stone(I)PCC Gr M-10

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. (III)Random rubble masonry ; In 1:3 cement mortar

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A)With Crushed Stone(III)RCC Gr M-20(i)For height upto 5 m

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

Providing and laying filter media with granular crushed aggregates as per specification 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, wing

Scraping Plaster in Lime or Cement Mortar from Brick / Stone Masonry as per Technical Specification Clause 202.

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Painting on Concrete/Steel Surfaces with Epoxy : Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Claus

Road Marking with hot applied thermoplastic compound with reflectorising glass beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2

Road Markers/Road Stud with Lens Reflector : Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 3

Direction and Place Identification signs with size more than 0.9 sqm size board : Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fix

Traffic Signs :(A)Retro-reflectorised Traffic Signs (II)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium shee

(ii) Strengthening of PWD Colony No.II Approach Road (Ch. 0.00 m to Ch. 125.00 m) 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 Spec

Granular Sub-base with Well Graded Material (Table 400.1)(Only for PMGSY work)(A)By Mix in Place Method : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix

Water Bound Macadam Sub-base/base(Only for PMGSY work)(2)WBM Grading II;Using stone screening Type-B 11.2 mm for Gr.II : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreadi

Water Bound Macadam Sub-base/base (Only for PMGSY work)(3)WBM Grading 3 ; Using stone screening Type-B 11.2 mm for Gr.III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spr

Inter locking concrete Block pavement (A)Interlocking pavement block (i)Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carr

Exacavation for structures Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead

Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering a

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(A)With crushed Stone(I)PCC Gr M-10

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A)With Crushed Stone(III)RCC Gr M-20(i)For height upto 5 m

Providing and laying filter media with granular crushed aggregates as per specification 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, wing

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204

(iii) Strengthening of Road from Sambudhan Raji to PGHJ bypass point via Police Reserve 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 Spec

Haulage excluding Loading & Unloading : Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-I : Surfaced Road=12.00 km @ Rs.14.90/Cum/km=Rs.178.80/Cum

Granular Sub-base with Well Graded Material (Table 400.1)(Only for PMGSY work)(A)By Mix in Place Method : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix

Water Bound Macadam Sub-base/base (Only for PMGSY work) (2)WBM Grading 2 ; Using stone screening Type-B 11.2 mm for Gr.II: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including sp

Water Bound Macadam Sub-base/base (Only for PMGSY work)(3)WBM Grading 3 ; Using stone screening Type-B 11.2 mm for Gr.III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spre

Inter locking concrete Block pavement (A)Interlocking pavement block (i)Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carr

Road Marking with hot applied thermoplastic compound with reflectorising glass beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2

Road Markers/Road Stud with Lens Reflector : Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 3

Direction and Place Identification signs with size more than 0.9 sqm size board : Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fix

Traffic Signs :(A)Retro-reflectorised Traffic Signs (II)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium shee

Exacavation for structures Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead

Loading of Earth, Sand Moorum, Manure, Fly ash, by manual menas including a lead upto 30 m

UnLoading of Earth, Sand Moorum, Manure, Fly ash, by manual menas including a lead upto 30 m

Haulage excluding Loading & Unloading : Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-I: Surfaced Road=12.00KM @Rs.14.90/m³/km=Rs.178.80/cum

Brick Soling : Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(A)With crushed Stone(I)PCC Gr M-10

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A)With Crushed Stone(III)RCC Gr M-20(i)For height upto 5 m

Providing and laying filter media with granular crushed aggregates as per specification 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, wing

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204

(iv) Construction of RCC drain at ASTC Bus stand to Agriculture Workshop Road ( Ch. 0.00 m to Ch. 700.00 m ) 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

Exacavation for structures Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead

Brick Soling : Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(A)With crushed Stone(I)PCC Gr M-10

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A)With Crushed Stone(III)RCC Gr M-20(i)For height upto 5 m

Providing and laying filter media with granular crushed aggregates as per specification 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, wing

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204

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.

(v)Strengthening of Boildura Approach Road (Ch. 0.00 m to Ch. 200.00 m) 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 Spec

Granular Sub-base with Well Graded Material (Table 400.1)(Only for PMGSY work)(A)By Mix in Place Method : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix

Water Bound Macadam Sub-base/base (Only for PMGSY work)(2)WBM Grading 2 ; Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregat

Water Bound Macadam Sub-base/base (Only for PMGSY work)(3)WBM Grading 3 ;Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregat

Prime Coat (iii) High Porosity : Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Techn

Tack Coat (iii)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specific

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

Road Marking with hot applied thermoplastic compound with reflectorising glass beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2

Road Markers/Road Stud with Lens Reflector : Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 3

(vi) Strengthening of Approach Road to AEGCL T & T Colony (Ch.0.00 m to Ch.215.00 m) 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 Spec

Granular Sub-base with Well Graded Material (Table 400.1)(Only for PMGSY work)(A)By Mix in Place Method : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix

Water Bound Macadam Sub-base/base (Only for PMGSY work)(3)WBM Grading 3 ; Using stone screening Type-B 11.2 mm for Gr.III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spr

Inter locking concrete Block pavement (A)Interlocking pavement block (i)Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carr

Road Marking with hot applied thermoplastic compound with reflectorising glass beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2

Road Markers/Road Stud with Lens Reflector : Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 3

Direction and Place Identification signs with size more than 0.9 sqm size board : Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fix

Traffic Signs :(A)Retro-reflectorised Traffic Signs (II)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium shee

Exacavation for structures Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead

Brick Soling : Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(A)With crushed Stone(I)PCC Gr M-10

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A)With Crushed Stone(III)RCC Gr M-20(i)For height upto 5 m

Providing and laying filter media with granular crushed aggregates as per specification 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, wing

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204

(vii) Construction of ICBP at Sericulture Colony Approach Road at Sarkaribagan (Ch.0.00m to Ch. 150.00m) 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.

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.

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 fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Inter locking concrete Block pavement i) a) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)

DEBEN THAOSEN (BID ID -250495)

Arban Joel Kachari (BID ID -250458)