Design and Constr of RCC R Walls incl proof check of Design and Drgs Surf wks for FDR bet km 1 pt 770 to km 5 pt 700 and Surf wk between km 49 pt 800 and km 222.000 on Manali Sarchu Rd under 70 RCC comma 94 RCC 38 BRTF of Project Deepak in HP state

Amount

PERMANENT WORK ALTITUDE BET (2101-2400) MTR (FDR WORK 2025-26) LOC KM 4.828 TO KM 5.068

Excavation in trenches not exceeding 1.2m width and 1.5m depth in soil/soil mixed with boulders, including bottom and sides getting out and disposing all excavated material lead upto 3m and lift upto 1.5 m

Cement concrete (1 cement: 5 sand: 10 aggregate of size 4cm graded downwards) in foundation or elsewhere.

Cement concrete (1 cement: 4 sand: 8 aggregate of size 4cm graded downwards) in foundation or elsewhere.

Reinforced Cement concrete M-30 nearby corresponding to nominal mix, 1 cement : 1.1 sand : 2.25 stone aggregate of size 20 mm graded downwards ( excluding the cost of reinforcement & centering/shuttering)

Reinforced Cement concrete M-35 nearby corresponding to nominal mix ( excluding the cost of reinforcement & centering/shuttering)

Centering/Shuttering including strutting, propping and removal of formwork

Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only).

Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars above 12 mm (labour only).

Cost of steel

Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" Dia with PCC 1:4:8

SURFACING WORK ALTITUDE BET (2101-2400) MTR LOC KM 4.828 TO KM 5.068

Non Frost Susceptible Stone Base (NFSSB) 150 mm thick in two layers (150 mm+ 150mm=300 mm thick)

Providing crushed stone aggregate (CSB) 75 mm thick in two layer ( 75mm+75mm=150mm thick), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoRT&H specifications to form a layer of sub-base/base.

Providing and laying 75 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition as per Table - 500-8/9/10 respectively of MoRT&H specifications for road and bridge works with 4.5% asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification.

Providing and laying 40 mm thick AC/BC on Bituminous Concrete layer with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MORT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix ( for filler) all as specified as per MoRT&H data book

Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm (using BPD with manual labour)

Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 2.50 Kg/10 Sqm on prepared bituminous /granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications

ALTITUDE BELOW 2101 MTR LOC KM 2.400 TO KM 2.472

Non Frost Susceptible Stone Base (NFSSB) 150 mm thick in two layers (150 mm+ 150mm=300 mm thick)

Providing crushed stone aggregate (CSB) 75 mm thick in two layer ( 75mm+75mm=150mm thick), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoRT&H specifications to form a layer of sub-base/base.

Providing and laying 75 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition as per Table - 500-8/9/10 respectively of MoRT&H specifications for road and bridge works with 4.5% asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification.

Providing and laying 40 mm thick AC/BC on Bituminous Concrete layer with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MORT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix ( for filler) all as specified as per MoRT&H data book

Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm (using BPD with manual labour)

Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 2.50 Kg/10 Sqm on prepared bituminous /granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications

Altitude ( 3901-4200) Mtr FOR PARKING LAY BYE ( Loc AT Km 49.800 and Km 50.700)

Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation of local humps or depressions and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.

GSB 200 mm thick (compacted) with stone aggregate conforming to grading No. V as per Table- 400-1 of MORT&H specifications for road and bridge works) including supply of material, spreading in layers watering and compaction all complete .

Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.

Providing laying and compaction of 75 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.

Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect.

Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.

Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.\

Altitude (4201-4500) Mtr For Road side Amenities ( Loc Bet Km 195.00 and Km 222.00)

Providing laying and compaction of 75 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.

Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect.

Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.

Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.\

Altitude (4201-4500) Mtr For Utility Corridor (Loc at Km 175.295)

Providing laying and compaction of 75 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.

Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect.

Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.

Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.\

Altitude (4201-4500) Mtr Surfacing work for Approach road of Munni Bridge at Km 176.325 and Bhaga Bridge at Km 176.700

Providing laying and compaction of 75 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.

Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect.

Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.

Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.

Altitude (4201-4500) Mtr Surfacing work for Approach road of Sissu Bridge at Km 84.900 and Shongdong Bridge at Km 154.875

Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation of local humps or depressions and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.

GSB 200 mm thick (compacted) with stone aggregate conforming to grading No. V as per Table- 400-1 of MORT&H specifications for road and bridge works) including supply of material, spreading in layers watering and compaction all complete .

Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.

Providing laying and compaction of 75 mm thick Dense Bituminous Macadam layer with bitumen VG-10 including surface preparation and using crushed aggregates of specified grading, physical requirements /grading/ mix composition requirement as per table 500-8/9/10 respectively of MoRT&H specification for road and bridge works (fifth revision), premixed with bitumen binder with minimum 4.50% by weight of total mix and filler or as per approved job mix formula, using Hot mix Plant and transporting to work site, layer with paver finisher with sensor control to required grade, level alignment, compacting with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per Clause 505 of MoRT&H specifications for road and bridge works (fifty revision) complete in all respect.

Providing laying and Compaction of 40 MM thick Bituminous Concrete on dense bituminous macadam layer with pre-coated stone chips physical requirement / grading / mix composition confirming to table 500-16/17/18 of MoRT&H Specification (Fifth revision) premixed with bitumen binder VG-10 with minimum 5.4% by weight total mix and 2% cement by weight of mix (for filler) or as per approved job mix formula, using Hot Mix Plant and transporting to work site laying with paver finisher with senor control to required grade, level, alignment, compacting with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoRT&H Specification for road and bridge works (Vth revision) complete in all respect.

Providing and applying primer coat on prepared WMM surface including cleaning of road surface and spraying bitumen emulsion (SS-1 grade) @ 7.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.

Providing and applying of tack coat on prepared Bituminous surface including cleaning of road surface and spraying bitumen emulsion (RS-1 grade) @ 2.50 Kg/10 Sqm using bitumen pressure distributor conforming to MORT&H specifications for Road and Bridge works (Fifth revision) and as specified in particular specification.

Earth work embankment including raising or lowering spreading in layer not exceeding 30 cm including watering, rolling and finishing to required shape and layer not exceeding 1.50 m high above the base in ordinary soil.

Road marking with thermoplastic paint (2.5 mm thick) confirming to MOST : 803.4 including preparation of surface and application.

LSR INFRACON PVT LTD (BID ID -3383367)