NIT-03/BIADA/2026-27, Group-01 CONSTRUCTION OF ROAD, DRAIN, SAFETY & DISASTER RISK REDUCTION BUILDING(CUC) & BOUNDARY WALL AT IA DHARAMPUR(DARBHANGA)

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. (Rolling with Vibratory Roller)

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, trasporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Rate per cum or grading -II Material

Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

Tack Coat :-- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam Grading. II:-- Providing and laying dense graded 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 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Bituminous concrete Grading -II Providing and laying bituminous Concrete with higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading premixed with bitumius binder @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respect.

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 80mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath,parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern.

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

PCC M15 for kerb base

PCC M20 for kerb cast in situ

GSB (162,kmSeikhpura by Road)

WMM,(162,kmSeikhpura by Road)

Stone Chips, (321 km pakur by rail)

Coarse sand, (145,km Kuil by road)

Bitumen (150,km Barauni by road)

Emulsion (150,km Barauni by road)

Kerb Stone Chips

Kerb Coarse Sand

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications.

RCC Grade M35

RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump

Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Stone chips,(321 km pakur by rail)

Coarse Sand (145,km Kuil by road)

Bricks 8 km

Local Sand, 3km

Steel, 5Km

Stone chips,

Coarse Sand Quil

Bricks 8 km

Local Sand

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications.

RCC Grade M35

RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump

Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Carriage of Materials

Stone chips (321 km pakur by rail)

Coarse Sand (145,km Kuil by road)

Bricks 8 km

Local Sand, 3km

Steel, 5Km

Add Seigniorage charge @10% on Basic Material Cost

Stone chips,

Coarse Sand Quil

Bricks 8 km

Local Sand

Supply, Installation,Testing and Commissioning of integarted Solar LED street light fitting "All in one " with MPPT charge controller including providing solar panel 50/60 watt ,26watt LED light 12.8V ,45/50 AH lige PO4 battery with battery charger ,controller in unit interconnection etc .as required (120-175 Lum/watt ) -make approved of BSR Electrical.

Supply and errection of 6 meter height Hot-DIP Galvanized octagonal street light pole with top dia 70mm and bottom dia A/F 130MM, made of 3mm thick sheet along with base plate of size 220x220x12mm, small door opening for junction box mounting cement concrete of 1:3:6 including excavation, refilling and suitable size foundation bolt with template and all complete job as required (But without pole collar). (Analysis by BSR (Elect.)-2022, 2302, 9009, 9006, 9001 & BCD-2022 Civil-2.8.1, 5.9.1, 4.1.2, 5.22.7A, 5.227A)

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications.

RCC Grade M35

RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump

Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Carriage of Materials

Stone chips (321 km pakur by rail)

Coarse Sand (145,km Kuil by road)

Bricks 8 km

Local Sand, 3km

Steel, 5Km

Add Seigniorage charge @10% on Basic Material Cost

Stone chips,

Coarse Sand Quil

Bricks 8 km

Local Sand

Supply, Installation,Testing and Commissioning of integarted Solar LED street light fitting "All in one " with MPPT charge controller including providing solar panel 50/60 watt ,26watt LED light 12.8V ,45/50 AH lige PO4 battery with battery charger ,controller in unit interconnection etc .as required (120-175 Lum/watt ) -make approved of BSR Electrical.

Supply and errection of 6 meter height Hot-DIP Galvanized octagonal street light pole with top dia 70mm and bottom dia A/F 130MM, made of 3mm thick sheet along with base plate of size 220x220x12mm, small door opening for junction box mounting cement concrete of 1:3:6 including excavation, refilling and suitable size foundation bolt with template and all complete job as required (But without pole collar). (Analysis by BSR (Elect.)-2022, 2302, 9009, 9006, 9001 & BCD-2022 Civil-2.8.1, 5.9.1, 4.1.2, 5.22.7A, 5.227A)

Item of Work

SOR Item No.

Clearing and Grubbing Road Land .

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. (Rolling with Vibratory Roller)

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

Tack Coat :-- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam:-- Providing and laying dense graded 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 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Semi-Dense Bituminous Concrete:- Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

Dry Lean Cement Concrete Sub- base :-- Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement:-- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Proving R.C.C. M-35 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

Crossing

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs

Asstt. Engineer

SOR Item No.

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.

Providing Sand filling in foundation trenches.

Providing P.C.C M15 in foundation

Providing PCC M-20 in

Providing RCC M-20

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing HYSD reinforcement

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Drainage Spouts complete as per drawing and Technical specification (SOR Item No 14.9)

Providing Filter Media

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

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and 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 Specifications

Asstt. Engineer

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Wing Wall

SECTION OF RETURN WALL

SOR Item No.

Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:--Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C M15 in foundation :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

P.C.C M 20 in Sub Structure :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

RCC M-25:-- Plain/Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications.

DLC :-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

RCC M-25:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

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

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 Specifications

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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

RCC M30 in Wearing coat (including reinforcement) :--Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

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

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing E/W in Filling in Road Embankment.:-- 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 30

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-I)

Asstt. Engineer

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Wing Wall

SECTION OF RETURN WALL

SOR Item No.

Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:--Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C M15 in foundation :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

P.C.C M 20 in Sub Structure :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

RCC M-25:-- Plain/Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications.

DLC :-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

RCC M-25:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

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

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 Specifications

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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

RCC M30 in Wearing coat (including reinforcement) :--Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

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

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing E/W in Filling in Road Embankment.:-- 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 30

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-I)

Asstt. Engineer

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Wing Wall

SECTION OF RETURN WALL

SOR Item No.

Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:--Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C M15 in foundation :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

P.C.C M 20 in Sub Structure :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

RCC M-25:-- Plain/Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications.

DLC :-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

RCC M-25:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

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

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 Specifications

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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

RCC M30 in Wearing coat (including reinforcement) :--Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

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

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing E/W in Filling in Road Embankment.:-- 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 30

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-I)

Asstt. Engineer

SOR Item No.

Brick masonary in 1:3 cement mortar:-- Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Plastering with cement mortar (1:3) 12mm Thick:-- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Providing R.C.C. M-20 as cover slab:-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Providing HYSD Bars :-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Asstt. Engineer

Item of Work

SOR Item No.

Clearing and Grubbing Road Land .

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. (Rolling with Vibratory Roller)

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

Tack Coat :-- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam:-- Providing and laying dense graded 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 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Semi-Dense Bituminous Concrete:- Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Dry Lean Cement Concrete Sub- base :-- Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement:-- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Proving R.C.C. M-35 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs

Asstt. Engineer

Item of Work

SOR Item No.

Clearing and Grubbing Road Land .

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. (Rolling with Vibratory Roller)

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

Tack Coat :-- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam:-- Providing and laying dense graded 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 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Mix Seal Surface :- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Dry Lean Cement Concrete Sub- base :-- Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement:-- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Total Rs

Asstt. Engineer

SOR Item No.

Earth work in excavation of foundation trenches :-- 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.

Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing PCC M-20 :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Brick Flat Soling in Foundation & Flooring :-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

Providing PCC M-20 :-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Brick masonary in 1:4 cement mortar:-- Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Plastering with cement mortar (1:3) 12mm Thick:-- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Providing R.C.C. M-20 as cover slab:-- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Providing HYSD Bars :-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Asstt. Engineer

Item of Work

SOR Item No.

Clearing and Grubbing Road Land .

Construction of Embankment with Material obtained from Borrow pits

Construction of Subgrade and Earthen Shoulders

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Dry Lean Cement Concrete Sub- base :-- Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement:-- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

Asstt. Engineer

Item of Work

SOR Item No.

Clearing and Grubbing Road Land .

Construction of Embankment with Material obtained from Borrow pits

Construction of Subgrade and Earthen Shoulders

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Dry Lean Cement Concrete Sub- base :-- Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement:-- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

Starting

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

P.C.C grade M-15 Nominal mix 1:2:4:-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Proving R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

Asstt. Engineer

Item of Work

SOR Item No.

Clearing and Grubbing Road Land .

CLEARING AND GRUBBING ROAD LAND .

Dismantling of Cement Concrete Pavement

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. (Rolling with Vibratory Roller)

Construction of Subgrade and Earthen Shoulders

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

Tack Coat :-- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam:-- Providing and laying dense graded 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 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Bituminous concrete Grading -II Providing and laying bituminous Concrete with higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading premixed with bitumius binder @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respect.

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 80mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath,parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern.

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

Dry Lean Cement Concrete Sub- base :-- Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement:-- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Brick Edge Soling:-- Laying brick soling layer on prepared sub- grade with brick on end edging according to line , grade and cross- section shown on the drawing filling joints with sand and earth , spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheeled road roller 80-100 KN.

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

R.C.C. M-20 drain :-- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing M.S. grating in drain ----all comp. job

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Starting

Average

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications. (RCC Grade M35)

Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification (RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump )

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Average

SOR Item No.

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications. (RCC Grade M35)

Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification (RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump )

Chequered terrazo tiles 22 mm thick with marble chips of sozes upto 6mm in floors jointed with neat cement slurru mixed with pigement to match the shade of the tiles,including rubbing and polshing complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Total Rs

Asstt. Engineer

Material

Material

Material

Construction of Flexible Pavement ,Pre-Cast RCC Drain and Solar Street Light at IA Dharampur

Amount in Rs.

SOR No.

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WMM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Material

Qty in Cum

RCC Grade M35

RCC Grade M35 using batching plant

Material

Jamalpur

Coarse Sand

Jamalpur

WORK SITE

Local

Emulsion

Jamalpur

Barauni

Subjected to Verification of Lead

Asstt. Engineer

Amount in Rs.

SOR No.

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WMM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Amount in Rs.

SOR No.

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WMM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Amount in Rs.

SOR No.

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WMM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

Restoration of Raincuts/Berms with soil.moorum etc(Qty=L*Bs*0.3*%taken) X 1.25

Making up of Berms/shoulder, stripping excess soil from the shoulder surfaces to achieve level etc. (Qty=L*Br*%taken) X 1.25

Repair of Pot holes filled with 75 mm WBM X 1.25

Repair of existing bituminous surface BM 50 mm (Qty=L*Br*height*%taken) X 1.25

Repair of existing bituminous surface SDBC 25 mm (Qty=L*Br*height*%taken) X 1.25

Maintenance of Earthen Drains

Maintenance of C/D Works (Hume Pipe Culvert)

Maintenance of C/D Works (Slab Culvert)

Maintenance of Road signs

Maintenance of 200 m and km stones

(I)Cutting of branches of trees and shrubs

White washing of parapet walls of CD work and tree truncks

LWE PLAN

CONSTRUCTION OF BT ROAD AT NAWANAGAR INDUSTRIAL AREA

Katcha

` Per Ton. Km by Tipper

Asstt. Engineer

Ref. to MoRTH Spec.

Unloading will be by tipping.

Unloading will be by tipping.

Surfaced Road

Unsurfaced Graveled Road

Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.

SDB Sl. No.

Loading, Unloading and Stacking of Bricks by Manual Means

Loading of Bricks by manual means including a lead upto 30 m

Labour

Machinery

Overheads @ 0.12 % on (a+b)

Contractor’s profit @ 10% on (a+b+c)

Unloading and Stacking of Bricks by manual means including a lead upto 30 m

Labour

Machinery

Overheads @ 12 % on (a+b)

Contractor’s profit @ 10% on (a+b+c)

SOR No.

By Manual Means:-

In area of light jungle

Hectare

tonne.km

tonne.km

Rate per cum for grading-I Material

Rate per cum for grading-II Material

Rate per cum for grading-III Material

Any one of the grading for material may be adopted as per design

Dry Lean Cement Concrete Sub- base

tonne.km

tonne

Cement Concrete Pavement

tonne.km

tonne

tonne

tonne

liter

SOR Rate

Kilometre Stone

5th kilometre stone (precast)

per cm per letter

Ordinary kilometer stone (precast)

per cm per letter

Boundary pillar

per letter per cm high

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Litre

Retro-Reflectorised Traffic Signs

90 cm equilateral triangle

60 cm equilateral triangle

60 cm circular

80 mm x 60 mm rectangular

60 cm x 45 cm rectangular

60 cm x 60 cm square

90 cm high octagon

90 cm equilateral triangle

60 cm equilateral triangle

60 cm circular

80 mm x 60 mm rectangular

60 cm x 45 cm rectangular

60 cm x 60 cm square

90 cm high octagon

90 cm equilateral triangle

60 cm equilateral triangle

60 cm circular

80 mm x 60 mm rectangular

60 cm x 45 cm rectangular

60 cm x 60 cm square

90 cm high octagon

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Direction and Place Identification Signs with size more than 0.9 sqm size Board

Printing New Letter and Figures of any Shade

English and Roman

Litre

Painting Two Coats on New Concrete Surfaces

Cable Duct Across the Road

Meter

Brick Flat Soling

Brick Edge Soling

Amount

Providing and laying neat cement punning 1.5 mm thick as per Specification etc as per direction …

Materials

Labour

Over Head @10% (a+b)

Ordinary soil Upto 3.0 m depth

Manual Means

Depth upto 3 m

SOR Rate Rs.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

tonne

SOR Rate Rs.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

tonne

SOR Rate Rs.

Using Concrete Mixer

tonne

SOR Rate Rs.

Using Concrete Mixer

tonne

tonne

Plastering with cement mortar (1:3 )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

PCC Grade M20

Height upto 5m

SOR Rate Rs.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Brick masonary in 1:3 cement mortar

Rate for Brick Work in C. M. 1:3 in foundation

Cement Mortar 1:3 (1 cement : 3 sand)

tonne

Using Concrete Mixer

tonne

Height upto 5m

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

tonne

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

tonne

tonne

R.C.C grade M-30

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303

Material

Labour

Overheads @ 15% on (a+b)

Contractor’s profit @ 10% on (a+b+c)

metre

SOR Rate Rs.

tonne

Asphaltic Plug joint

Flexible Boulders Apron:-- Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Boulder Laid Dry Without Wire Crates.

Stone/Boulder

metre

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

SOR Rate Rs.

710.1.4.of IRC:78 and 2200

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row .

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Asstt. Engineer

Wet Mix Macadam

tonne.km

Labour

Machinery

Material

Overhead charges @ 6 % on (a+b+c)

CARRIAGE

tonne.km

tonne

tonne

tonne

tonne.km

tonne

tonne

tonne

tonne

for Grading I ( 13 mm nominal size )

for GradingII(10 mm nominal size)

Prime Coat

tonne

tonne

Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8. Payment shall be made with adjustment, plus or minus, for the variation between this quantity and the actual quantity approved by the Engineer after the preliminary trials referred to in clause No. 502.4.3.

Tack Coat

tonne

tonne

MIX SEAL SURFACE (TYPE-B) BITUMINOUS (S-90) By Mechanical Means

Bitumen (S-90)

Labour

Machinery

tonn.km

Material

Over Heads @ 12% on (a+b+c)

Contractors Profit @ 10% on (a+b+c+d)

Ref. to MoRTH Spec.

Cast in Situ Cement Concrete M 20 Kerb with Channel

tonne

tonne

Painting Two Coats on New Concrete Surfaces

Litre

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Taking output = 20metres

a) Brick masonry in cement mortar 1:3 for head wall both side

b) Labour

Mazdoor skilled

Granular soil with PI less than 6 for bedding and sides of pipe (0.6 x 0.6 x 20 m)

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row

1000 MM DIA

Over Heads @ 12% on (a+b)

Contractors Profit @ 10% on (a+b+c)

Ref to MORD Sp.

Restoration of Rain Cuts

Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902

Manual Means

Labour

Machinery

Materials

Overheads @ 12 %on a+b+c

Contractor’s profit @10.00 %on a+b+c+d

Labour

Machinery

Material

Overheads @ 12 % on a+b+c

Contractor’s profit @10 % on a+b+c+d

Maintenance of Earhen shoulder (stripping of excess soil)

Labour

Machinery

Overheads @ 12 % on a+b+c

Contractor’s profit @10 % on a+b+c

Earth stripped from earthen shoulders to be used as shoulders or dumped on the side slopes locally for disposal.

Maintenace of bituminous surface road

Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503.

Labour

Machinery

Material

Tonne

Tonne

Tonne

Overheads @ 12 % on a+b+c

Contractor’s profit @10 % on a+b+c

tonne

tonne

Patch repair on already filled pot holes with 75 mm BM with 20 mm premix surfacing material as per drawings and technical specification Clause 1904.2

Labour

Machinery

Material

tonne

tonne

tonne

Overheads @ 12 % on a+b+c

Contractor’s profit @10 % on a+b+c

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick premix surfacing material specification Clause 1904.2

Labour

Machinery

Material

tonne

tonne

tonne

Overheads @ 12 % on a+b+c

Contractor’s profit @10 % on a+b+c

tonne

tonne

Maintenance of WMM Road :-- Maintenance of WMM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.

Rate as per item No. 4.12 of Chapter 4

Add 50% for Extra Efforts involved on maintenance to be done in Small reachs

Maintenance of Drains

Labour

Overheads @ 12 % on a

Contractor’s profit @10 % on a

per Metre

Labour

Material

Overheads @ 12 % on a+b

Contractor’s profit @10 % on a+b

Per hume pipe Culvert

Maintenance of Culverts Slab type

Labour

Material

Overheads @ 12 % on a+b

Contractor’s profit @10 % on a+b

Per Culvert

Maintenance of Road Signs

Labour

Material

Overheads @ 12 % on a+b

Contractor’s profit @10 % on a+b

Per Km

Maintenance of steel and RCC Railing

Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911

Labour

Materials

Overheads @ 12 % on a+b

Contractor’s profit @10 % on a+b

Per metre

Maintenance of 200 metre and km stones

Painting two coats with synthetic enamel paint

Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade

per cm height per letter

Labour

Materials

Overheads @ 12 % on a+b

Contractor’s profit @10 % on a+b

Per Km

Cutting of branches of trees shrubs and trimming of grass and weeds

Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914

Labour

Overheads @ 12 % on a

Contractor’s profit @120 % on a

Per tree

Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914

Labour

Overheads @12 % on a

Contractor’s profit @10 % on a

Per shurb

Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914

Labour

Overheads @ 12 % on a

Contractor’s profit @10 % on a

Per sqm

White washing of parapet walls of CD work and tree truncks

Labour

Materials

quintel

Overheads @ 12 % on a+b

Contractor’s profit @10 % on a+b

Per sqm

Description of Machine

Air Compressor

Batching and Mixing Plant (a) 30 cum capacity

Batching and Mixing Plant (b) 15 - 20 cum capacity

Bitumen Pressure Distributor

Bitumen Boiler oil fired

Concrete Paver Finisher with 40 HP Motor

Concrete Pump of 45 & 30 cum capacity

Concrete Bucket

Concrete Mixer (a) 0.4/0.28 cum

Concrete Mixer (b) 1 cum

Crane (a) 80 tonnes

Cranes b) 35 tonnes

Cranes c) 3 tonnes

Dozer D - 80 - A 12

Dozer D - 50 - A 15

Emulsion Pressure Distributor

Front End loader 1 cum bucket capacity

Generator (a) 125 KVA

Generator( b) 63 KVA

GSB Plant 50 cum

Hotmix Plant - 120 TPH capacity

Hotmix Plant - 100 TPH capacity

Hotmix Plant - 60 to 90 TPH capacity

Hotmix Plant - 40 to 60 TPH capacity

Hydraulic Chip Spreader

Hydraulic Excavator of 1 cum bucket

Integrated Stone Crusher 100THP

Integrated Stone Crusher 200 HP

Kerb Casting Machine

Mastic Cooker

Mechanical Broom Hydraulic

Motor Grader 3.35 mtr blade

Mobile slurry seal equipment

Paver Finisher Hydrostatic with sensor control 100 TPH

Paver Finisher Mechanical 100 TPH

Piling Rig with Bantonite Pump

Pneumatic Road Roller

Pneumatic Sinking Plant

Pot Hole Repair Machine

Prestressing Jack with Pump & access

Ripper

Rotavator

Road marking machine

Smooth Wheeled Roller 8 tonne

Tandem Road Roller

Tipper - 5 cum

Tipper - 5 cum

Tipper - 5 cum

Transit Mixer 4.0/4.5 cum

Transit Mixer 4/4.5 cum

Transit Mixer 3.0 cum

Transit Mixer 3.0 cum

Tractor

Tractor with Rotevator

Tractor with Ripper

Truck 5.5 cum per 10 tonnes

Truck 5.5 cum per 10 tonnes

Truck 5.5 cum per 10 tonnes

Vibratory Roller 8 tonne

Water Tanker

Water Tanker

Wet Mix Plant 60 TPH

Description of Machine

Air compressor with pneumatic chisel attachment for cutting hard clay.

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour

Belt conveyor system

Boat to carry atleast 20 persons

Cement concrete batch mix plant @ 175 cum per hour (effective output)

Cement concrete batch mix plant @ 75 cum per hour

Cold milling machine @ 20 cum per hour

Crane 5 tonne capacity

Crane 10 tonne capacity

Crane 15 tonne capacity

Crane 20 tonne capacity

Crane 40 T capacity

Crane with grab 0.75 cum capacity

Compressor with guniting equipment along with accessories

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.

Epoxy Injection gun

Generator 33 KVA

Generator 100 KVA

Generator 250 KVA

Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

Joint Cutting Machine with 2-3 blades (for rigid pavement)

Jack for Lifting 40 tonne lifting capacity.

Piling rig Including double acting pile driving hammer (Hydraulic rig)

Plate compactor

Snow blower equipment 140 HP @ 600 cum per hour

Texturing machine (for rigid pavement)

Truck Trailor 30 tonne capacity

Truck Trailor 30 tonne capacity

Tunnel Boring machine

Vibrating Pile driving hammer complete with power unit and accessories.

Wet Mix Plant 100 TPH

Wet Mix Plant 75 TPH

Description of Labour

Blacksmith (IInd class)

Blacksmith (Ist class)

Welder

Plumber

Electrician

Blaster (Stone cutter)

Carpenter I Class

Chiseller (Head Mazdoor)

Driller (Jumper)

Diver

Fitter

Mason (IInd class)

Mason (Ist class)

Mate / Supervisor

Mazdoor

Mazdoor/Dresser (Semi Skilled)

Mazdoor/Dresser/Sinker (Skilled)

Medical Officer

Operator(grouting)

Painter I class

Para medical personnel

Description

Stone Boulder of size 150 mm and below at Cruser Plant

Supply of quarried stone 150 - 200 mm size for Hand Broken at site

Boulder with minimum size of 300 mm for Pitching at Site

Coarse sand at Quarry (Equivalent to Koliwar sand)

Coarse sand at Quarry (Equivalent to Koliwar sand)

Fine sand at Site

Moorum at Site

Gravel/Quarry spall at Site

Granular Material or hard murrum for GSB works at Site

Granular Material or hard murrum for GSB works at Mixing Plant

Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant

Filter media/Filter Material as per Table 300-3 (MoRT&H Specification)

Close graded Granular sub-base Material 53 mm to 9.5 mm

Close graded Granular sub-base Material 37.5 mm to 9.5 mm

Close graded Granular sub-base Material 26.5 mm to 9.5 mm

Close graded Granular sub-base Material 9.5 mm to 4.75 mm

Close graded Granular sub-base Material 9.5 mm to 2.36 mm

Close graded Granular sub-base Material 4.75mm to 2.36 mm

Close graded Granular sub-base Material 4.75mm to 75 micron mm

Close graded Granular sub-base Material 2.36 mm

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve.

Coarse graded Granular sub-base Material 2.36 mm & below

Coarse graded Granular sub-base Material 4.75mm to 75 micron mm

Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm

Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm

Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm

Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm

Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm

Coarse graded Granular sub-base Material 53 mm to 26 .5mm

Aggregates below 5.6 mm

Aggregates 22.4 mm to 2.36 mm

Aggregates 22.4 mm to 5.6 mm

Aggregates 45 mm to 2.8 mm

Aggregates 45 mm to 22.4 mm

Aggregates 53 mm to 2.8 mm

Aggregates 53 mm to 22.4 mm

Aggregates 63 mm to 2.8 mm

Aggregates 63 mm to 45 mm

Aggregates 90 mm to 45 mm

Aggregates 10 mm to 5 mm

Aggregates 11.2 mm to 0.09 mm

Aggregates 13.2 mm to 0.09 mm

Aggregates 13.2 mm to 5.6 mm

Aggregates 13.2 mm to 10 mm

Aggregates 20 mm to 10 mm

Aggregates 25 mm to 10 mm

Aggregates 19 mm to 6 mm

Aggregates 37.5 mm to 19 mm

Aggregates 37.5 mm to 25 mm

Aggregates 6 mm nominal size

Aggregates 10 mm nominal size

Aggregates 13.2/12.5 mm nominal size

Aggregates 20 mm nominal size

Aggregates 25 mm nominal size

Aggregates 40 mm nominal size

Description

AC pipe 100 mm dia

Acrylic polymer bonding coat

Alluminium Paint

Aluminium alloy plate 2mm Thick

Aluminium alloy/galvanised steel

Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable

Aluminium studs 100 x 100 mm fitted with lense reflectors

Barbed wire

Bearing (Cost of parts)

Bearing (Cast steel rocker bearing assembly of 250 tonne )

Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)

Bearing (Forged steel roller bearing of 250 tonne

Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components

Bearing (PTFE sliding plate bearing assembly of 80 tonnes )

Bearing (Supply of sliding plate bearing of 80 tonne)

Bentonite

Binding wire

Bitumen ( Cationic Emulsion ) (M.S)

Bitumen (60-70 grade)

Bitumen (80-100 grade )

Bitumen (Cutback )

Bitumen (emulsion) RS1

tonne

Bitumen (modified graded) (CRMB - 55)

Brick -

C.I.shoes for the pile

Cement (OPC 43 Gr Patna)

Cold twisted bars (HYSD Bars)

Coller for joints 300 mm dia

Compressible Fibre Board(20mm thick)

Connectors/ Staples

Copper Plate(12m long x 250mmwide)

Corrosion resistant Structural steel

Corrugated sheet, 3 mm thick, "Thrie" beam section railing

Credit for excavated rock found suitable for use

Curing compound

Delineators from ISI certified firm as per the standard drawing given in IRC - 79

Earth Cost or compensation for earth taken from private land

Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II),

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each

Epoxy compound with accessories for preparing epoxy mortar

Epoxy mortar

Epoxy primer

Epoxy resin-hardner mix for prime coat

Flag of red color cloth 600 x 600 mm

Flowering Plants

Galvanised MS flat clamp

Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size.

Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long

Gelatin 80%

Geo grids

Geomembrane

Geonets

Geotextile

Geotextile filter fabric

GI bolt 10 mm Dia

Grouting pump with agitator

Grass (Doob)

Grass (Fine)

HDPE pipes 75mm dia

HDPE pipes 90mm dia

Hedge plants

Helical pipes 600mm diameter

Hot applied thermoplastic compound (Sp. Gravity - 2.10)

HTS strand

Joint Sealant Compound

Jute netting, open weave, 2.5 cm square opening for seeding and Mulching

LDO for steam curing

M.S. Clamps

M.S. Clamps

M.S.shoes @ 35 Kg per pile of 15 m

Mild Steel bars

Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative

Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative

Nipples 12mm

Nuts and bolts

Paint

Pavement Marking Paint

Paving Fabric

Perforated geosynthetic pipe 150 mm dia

Perforated pipe of cement concrete, internal dia 100 mm

Pesticide

Pipes 200 mm dia, 2.5 m long for drainage

Plastic sheath, 1.25 mm thick for dowel bars

Plastic tubes 50 cm dia, 1.2 m high

Polymer braids

Pre moulded Joint filler,25 mm thick for expansion joint.

Pre-coated stone chips of 13.2 mm nominal size

Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.

Pre-moulded asphalt filler board

Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days

Primer

Quick setting compound

Random Rubble Stone

RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia

RCC Pipe NP 4 heavy duty non presure pipe 1200 mm dia

RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia

Reflectorising glass beads

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips)

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips)

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips)

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips)

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips)

Rivets

Sand bags (Cost of sand and Empty cement bag)

Sapling 2 m high 25 mm dia

Scrap tyres of size 900 x 20

Seeds

Separation Membrane of impermeable plastic sheeting 125 micron thick

Sheathing duct

Shrubs

Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing

Sodium vapour lamp

Square Rubble Coursed Stone

Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level

Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

Steel drum 300 mm dia 1.2 m high/empty bitumen drum

Steel helmet and cushion block on top of pile head during driving.

Steel pipe 25 mm external dia as per IS:1239

Steel pipe 50 mm external dia as per IS:1239

Steel wire rope 20 mm

Steel wire rope 40 mm

Strip seal expansion join

Structural Steel

Super plastisizer admixture IS marked as per 9103-1999

Synthetic Geogrids as per clause 3102.8 and approved design and specifications.

Through and bond stone

Tie rods 20mm diameter

Tiles size 300 x 300 mm and 25 mm thick

Timber

Traffic cones with 150 mm reflective sleeve

Tube anchorage set complete with bearing plate, permanent wedges etc

Unstaked lime

Water

Water based cement paint

Welded steel wire fabric

Wire mesh 50mm x 50mm size of 3mm wire

Wooden ballies 2" Dia for bracing

Wooden ballies 8" Dia and 9 m long (9 m @ Rs. 43.00/m)

Wooden packing

Wooden staff for fastening of flag 25 mm dia, one m long

Summary of Rates calculated and used for analysis of rates of other items

Printing new letter and figures of any shade (ii) English Roman

Painting Two Coats on New Concrete Surfaces

Painting angle iron post two coats

Cement mortor 1:2 (Excluding OH & CP)

Cement mortor 1:3 (Excluding OH & CP)

Cement mortor 1:6 (Excluding OH & CP)

Course Rubble masonary in cement mortor 1:3 (including OH & CP)

Random Rubble masonary in cement mortor 1:6 (including OH & CP)

PCC Grade M15 including OH & CP for Open Foundation by Mixer

PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

PCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

RCC Grade M20 including OH & CP for Open Foundation by Batching Plant

RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

PCC Grade M25 including OH & CP for Open Foundation by Batching Plant

PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

RCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

RCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

RCC Grade M35 including OH & CP for Open Foundation by Batching Plant

RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant

RCC Grade M35 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

PCC Grade M25 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

PCC Grade M30 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant

PCC Grade M35 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant

Excavation for Structures (Manual Means)

Excavation for Structures (Mechenical Meanse)

RCC Grade M20 for super-structure including OH & CP by Batching Plant

RCC Grade M20 for super-structure including OH & CP by Batching Plant

RCC Grade M20 for super-structure including OH & CP by Batching Plant

RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching Plant

RCC Grade M30 for super-structure excluding formwork and excluding OH & CP by Batching Plant

Supplying ,fitting and placing HYSD bar reinforcement in super-structure exncluding OH & CP

Supplying, fitting and placing HYSD including OH & CP for sub-structure

Fog Seal

Crack Prevention courses. Case-I Stress Absorbing Membrane (SAM) crack width less than 6 mm

Crack Prevention courses. Case-II Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm

Crack Prevention courses. Case-III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %

Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile

Slurry Seal Case-I 5 mm thickness

Slurry Seal Case-II 3 mm thickness

Slurry Seal Case III 1.5 mm thickness

Surface Dressing Case-I 19 mm nominal chipping size

Surface Dressing Case-II 13 mm nominal size chipping

DESCRIPTION

Per Cum

Per M.T

Per M.T

Per Cum

Per Cum

DESCRIPTION

By Road

Koderma

per cum

By Rail

per cum

tonne

tonne

per cum

per cum

per cum

By Road

Seikhpura)

per cum

Barauni

per cum

Local

per cum

per cum

per mt

per mt

ITEM NO.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

Extra for every additional lift of 1.5 m or part thereof in.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead.

Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.

Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL antitermites treatrnent(including the cost of chemical emulsion)

metre

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

Centering and shuttering including strutting, proping etc. and removal of form work for:

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size).

Extra for providing and mixing water profing material in cement concrete work in the proportion recommended by the manufacturers.

Making plinth protection 50mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) over 75mm bed dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.

Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-25 grade reinforcd cement concrete

All work up to plinth level

All work from plinth level upto floor V level

Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.

Add or deduct for providing richer or leaner mixes respectively at all floor levels.

Providing M-30 grade concrete by using 350kg /m3 of Cement per cum of concrete instead of M-25 grade B.M.C./RMC

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Centering and shuttering including strutting, propping etc. and removal of form for:

Metre

Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS I277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100xl00 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately).

Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars TMTC-500-8mm dia

Thermo-Mechanically Treated bars TMTC-500-10mm dia

Thermo-Mechanically Treated bars TMTC-500-12mm dia

Thermo-Mechanically Treated bars TMTFe-500-16mm dia

Thermo-Mechanically Treated bars TMT Fe-500-20mm dia

Thermo-Mechanically Treated bars TMT Fe-500-25mm dia

Thermo-Mechanically Treated bars TMT Fe-500-32mm dia

Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

Cement mortar 1:6(1 cement:6 coarse sand)

Extra for Brick work in superstructure above plinth level upto floor V Level

Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level.

Extra for providing and placing in position 2 nos. 6mm dia, MS bars at every third course of half brick masonry (with F.P.S bricks)

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:

Metre

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of shutters (over all area of door shutter to be measured)

Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S flats, square or round bars etc. including priming coat with approved steel primer all complete.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.

Providing and fixng glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):

Filling the gap in between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.

Metre

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineerincharge.

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications,drawings and direction of Engineer-in-charge complete.

Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete.

Providing and fixing M.S. round holding down bolts with nuts and washer plates complete.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.10 x 80 mm.

Providing and laying Vitrified tiles in floor in different sizes {thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Glazed vitrified floor tiles polished finish of size

Size of Tile 60x60 cm

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

Extra for fixing marble/granite stone over and above coresponding basic ite, in facia and drops of width upto 150 mm with expoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.

Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/stone work including necessary holes for pillar taps etc. including rubing and polishing of cut edges etc. complete.

Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand )

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.

12mm cement plaster of mix:

15mm cement plaster on the rough side of single or half brick wall of mix:

20mm cement plaster of mix:

6mm cement plaster to ceiling of mix:

Extra for providing and mixing water proofing material in proportion recommended by the manufacturers.

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete

Applying one coat of cement primer of approved brand and manufacture on wall surface:

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade.

New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm).

Applying priming coat:

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

French spirit polishing:

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to

Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ?85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm ) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm

Per%0 nos

DESCRIPTION

SANITARY INSTALLATION

Providing and fixing water closet squatting pan (Indian type W.C pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required:

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lif, 10 litre low level white vitreous china flushing cistern & C.P flush bend with fittings & C.I brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required:

Providing and fixing wash basin with C.I brackets, 15mm C.P brass pillar taps, 32mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:

Poviding & fixing under counter basin (Jaquar, FLS-WHT-5701), CP brass angular stop cock with wall flange(kubix-f) 15mm( jaguar KUP- 35053PM) CP brass Pillar cock with base flange( jaguar-KUP-35001PM) CP bottle trap,32 mm size-300X190 long wall connection pipe(jaguar - ald -769)etc. all complete.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required:

Kitchen sink without drain board

470x420 mm bowl depth 178 mm

Provding and fixing PVC waste pipe for sink & wash basin including PVC waste fittings complete

Provding and fixing 600X450mm beveled edge mirror of superior glass complete with 6mm thick hard board ground fixed to wooden cieats with CP brass screws & washers complete.

Provding and fixing Toilet Paper.holder

Providing and fixing PTMT Bottle Trap for Wash basin and sink.

Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms.

Providing and fixing PTMT towel ring trapezodial shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms.

Provding and fixing PVC Soil ,Waste & vent pipes all complete

metre

Provding and fixing PVC fittings all complete as/specification & directionof E/I

WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

Metre

Metre

Metre

Metre

Metre

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

15 mm Nominal outer dia pipes

20 mm Nominal outer dia pipes

Providing and fixing gun metal gate valve with C.I. wheel of approved quality.

Providing and fixing uplasticised PVC connection pipe with brass unions.

Providing and fixing gun metal non-return valve of approved quality (screwed end).

Providing and fixing C.P. brass bib cock of approved quality conforming to IS :8931.

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

Providing and fixing C.P brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931

Providing and fixing PTMT grating of approved quality and colour.

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms.

Constructing masonry Chamber 60 x 60 x 75 cm inside, in brick work in cement mortar 1:4(1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c necesary excavation, foundation concrete 1:5:10( 1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3( 1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:

Providing and placing on terrace polythethylene water storage tank ISI. :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (2000x1=2000)

DRAINAGE

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m:

Metre

Providing, laying and jointing glazed stoneware pipes class SP-1 'A' with stiff mixture of cement mortar in the proportion of 1:1(1 cement: 1 fine sand) including testing of joints etc. complete.

Metre

Providing and laying cement concrete 1:5:10( 1 cement: 5 coarse sand:10 graded stone aggregate 40mm nominal size) all-round S.W pipes including bed concrete as per standard design.

Metre

Providing and fixing square mouth SW gully trap grade A complete with CI grating brick masonry chamber with water tight CI cover with frame of 300X300mm size(inside) the wt. of cover to be not less than4.50kg. And frame to not less than 2.70 kg. as/standard design

Providing and laying non -pressure NP2 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc.

Constructing brick masonry manhole in cement mortar 1:4(1 cement: 4 coarse sand) R.C.C top slab with 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3( 1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design:

Extra for depth for manholes

Metre

Constructing brick masonry chamber for underground C.I inspection chamber and bends with 75 class designation bricks in cement mortr 1:4( 1 cement: 4 coarse sand) C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) R.C.C top slab ith 1:2:4 mix ( 1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) foundtion concrete 1:5:10( 1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:

Extra for depth beyond 45cm of brick masonry chamber:

Metre

Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with brick of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

Supplying materials, labour for constructing Septic Tanks of following sizes & as per sections given in the Drawings & Designs, all complete as per specifications and direction of Engineer-in-charge.

Rain water harvesting tank (size- 3.0 X 1.5 X 1.8 M. deep + 0.70 M. free board) capacity 8000 LITS. approx & filter pit (size- 1.20 X 0.90 X 1.20 M. deep)

RAIN WATER PIPE

Providing and fixing on wall face PVC (working pressure 4kgf per sqm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion.

Metre

Providing and fixing on wall face PVC moulded fitting / accessories for rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion.

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50 x 50 x 50 mm hard wood plugs, screwed with M.S screws of required length, including cutting brick work and fixing in cement mortar 1:4( 1 cement: 4 coarse sand) and making good the wall etc. complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

TUBE WELL-1 NO.

Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

Metre

Gravels packing in tubewell construction in accordance with IS 4097 including providing graval fine/medium/coarse,in required grading & sizes as per actual requirement,all complete as per direction of Engineer-in charge.

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing & fixing suitable size threaded mild steel cap or spot welded plate to the top of borewell housing/ casing pipe ,removable as per requirement,all complete for borewell of,

Providing & fixing MS clamp of required dia to the top of housing/casing pipe of,removable as pe tubewell as per IS;2800(part-I), including necessary bolts & nuts of required size complete

Providing & fixing Bail plug/ bottom plug of required dia to the bottom of pipe assembly as per IS;2800(part-I),

Establishment of -2HP of submersible pump set of approved brand and make, all complete

TUBE WELL FOR RAIN WATER HARVESTING- 1 NO.

Boring/drilling borewell of required dia for casing/strainer pipe by suitable method prescribed in IS:2800(part-I),including collecting sample from different strata,preparing and submitting strata chart/bore log,including hire & running charges of all equipments,tools,plants and machineries required for the job ,all complete as per direction of engineer in charge,upto 90 metre depth below the ground level

metre

Supplying,assembling,lowering and fixing in virtical position in borewell ,unplasticized PVC mediumnwell casing (CM) pipe of required dia, confirming to IS:12818,including required hire and labour charges,fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge

metre

Supplying,assembling,lowering and fixing in virtical position in borewell ,unplasticized PVC medium well screen (RMS) pipes with ribs , confirming to IS:12818,including required hire and labour charges,fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge

metre

Supplying , filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the Recharge Pit,over the existing layer boulders in the required thickness ,for all leads & lifts, . all complete as per direction of Engineer-in-charge

Providing & fixing suitable size thre platebto top of borewell housing/casing pipe,removable as per requirement all complete for borewell of

Providing & fixing MS clamp of required dia to the top of housing/casing pipe of,removable as pe tubewell as per IS;2800(part-I), including necessary bolts & nuts of required size complete

Providing & fixing Bail plug/ bottom plug of required dia to the bottom of pipe assembly as per IS;2800(part-I),

DRAINAGE FOR RAIN WATER

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m:

Metre

Providing and laying non -pressure NP2 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 including testing of joints etc.

Constructing brick masonry chamber for underground C.I inspection chamber and bends with 75 class designation bricks in cement mortr 1:4( 1 cement: 4 coarse sand) C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weight of frame 15 kg) R.C.C top slab ith 1:2:4 mix ( 1 cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size) foundtion concrete 1:5:10( 1 cement: 5 fine sand:10 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:

Extra for depth beyond 45cm of brick masonry chamber:

Metre

SOR Ref. BCD-22

Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.

Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes , royalty as per building specification of E/I ,

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

Centering and shuttering including strutting, proping etc. and removal of form work for:

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.

Centring and shuttering including strutting,propping etc. and removal of form for.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars TMTC-500-8mm dia

Thermo-Mechanically Treated bars TMTC-500-10mm dia

Thermo-Mechanically Treated bars TMTC-500-12mm dia

Brick work with bricks of class designation 100A in foundation and plinth in:

Cement mortar 1:6(1 cement:6 coarse sand)

Extra for brick work in superstructure above plinth level upto floor V cum

20 mm cement plaster of mix ;

Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :

New work (Two or more coat applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

Per Thousand No.

Per%0 nos

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. (Rolling with Vibratory Roller)

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, trasporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2):-- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.(GSB GR-II)

Rate per cum or grading -II Material

Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

Tack Coat :-- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam Grading. II:-- Providing and laying dense graded 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 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Bituminous concrete Grading -II Providing and laying bituminous Concrete with higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading premixed with bitumius binder @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respect.

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 80mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath,parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern.

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408

PCC M15 for kerb base

PCC M20 for kerb cast in situ

Earth work in excavation in foundation:-- 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.

Local Sand Filling:-- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick Flat Soling:-- Providinf 1st class brick on Flat soling joints filled with local sand all complete job as per direction of E/I

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.

Plain /Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications.

RCC Grade M35

RCC Grade M35 using batching plant ,transit mixture & and Concrete Pump

Plain/ Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specification

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Stone chips,(321 km pakur by rail)

Coarse Sand (145,km Kuil by road)

Bricks 8 km

Local Sand, 3km

Steel, 5Km

GSB (162,kmSeikhpura by Road)

WMM,(162,kmSeikhpura by Road)

Bitumen (150,km Barauni by road)

Emulsion (150,km Barauni by road)

Stone chips,

Coarse Sand Quil

Bricks 8 km

Local Sand

Kerb Stone Chips

Kerb Coarse Sand

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

Earthwork in excavation in foundation trenches or drains(not exceding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Separation Membrane of impermeable plastic sheeting 125 micron thick

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete. Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.

Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand)

Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand). Extra for Brick work in superstructure above plinth level upto floor V cum.

Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete.All works above plinth level upto floor V level.Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Walls columns, pillars, posts cind struts Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) (20 to 25 mm thick)

Kota stone slabs 20mm thick in risers of steps skirting. Dado & pillars laid on 12mm average thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm.

Providing and laying vitrified floor tiles in different sizes( thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc, complete. Size of Tile 60X60cm

Providing and laying vitrified floor tiles in different sizes( thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) including grouting the joint with white cement and matching pigments etc, complete. Size of Tile 600X600mm.

Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete.

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

12 mm cement plaster of mix ; 1:6 (1 cement : 6 coarse sand)

6 mm cement mix plaster of mix 1:4 (1 cement : 4 coarse sand) Roof

20mm plaster 1:6 (1 cement : 6 coarse sand)

Providing and laying integral cement based water proofing treatment.With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with

Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete

Centring and shuttering including strutting, proping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.

Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts.

Centering and shuttering including strutting , propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting , propping etc. and removal of form for Stairs,(excluding landings) except spiral-staircaces.

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer

Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . Two or more coats on new work

Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood)

Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work

Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in- Charge and panelling with panels of:12 mm thick prelaminated (with decorative lamination on one side and balancing lamination on other side) particle board Grade -1 medium density flat pressed, three layer and graded (FPT-1) conforming to IS :3087 bonded with BWP type synthetic resin adhesive as per IS :848 and prelamination conforming to IS :12823 Grade-1 Type I

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal Wood

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-incharge. (For W.C. and bathroom door shutter).

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge. Extruded section profile size 42x50 mm

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness(weight not less than 12.50 kg/sqm)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing M.S.handles with necessary screws etc.complete125 mm

Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:Twin rubber stopper

Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats square or round bars etc all complete fixed to steel windows Fixed to openings/ wooden frames with rawl plugs screws etc For all floor

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:250x10 mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:150x10 mm

Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete. TMTC-500

TMTC-500 8mm dia

TMTC-500 10mm dia

TMTC-500 12mm dia

TMT-500 16mm dia

TMT-500 20mm dia

TMT-500 25mm dia

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).

Making 25 cm (10'') dia bore up to 4 mtr below ground with hand auger of approved quality in ordinary soil(vide classification of soil item - A) true to plum and without eccentricity in any stage of opration and disposal of the excavated earth up to 50 m lead including all lifts all complete as per approved design and direction of E/I.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work up to Plinth level.1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size)

Providing and laying in position specified grade of Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string coursed, fillets, columns, pillars, piers, abutments, posts and struts, etc. Up to floor five level excluding cost of centring, shuttering, finisnin and reinforcement.1:1:5:3 (1 cement :1.5 coarse sand 0.3 graded stone aggregate 20mm nominal size)

Reinforced cement concrete work in beams, suspended floors,roofs having slope up to 15, landings, balconies, shelves,chajjas,lintels, bands,plain window sills,staircases and spiral stair cases up to floor five levl excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size)

Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand )

Cement plaster in coarse sand 12 mm Cement plaster of mix.1:4(1 cement : 4 coarse sand)

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats).

Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

Providing and fixing concertina coil fencing with panched concertina coil 600 mm dia 10 mtr. Openable length (total length 90 metre) having 50 no round per 6 metre length, up to 3 metre hight of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. Reinforced wire, stud tied with G.I. steples and G.I clip to retain horizontal, including necessary bolts or G.I. barbed wire tide to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq mm with tape (.52 mm thick) and weight 43.478 gm/metre (Cost of M.S. Angle, C.C. blocks shall be paid separately)

Thous.

Thous

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required.

Point

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.

Supplying and fixing metal/ PVC box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.

Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.

Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.

Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 25/32 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required.

Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 63 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required.

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin , 5/6 amps socket outlet

Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required.

Supplying and fixing following way single pole & 2 + 12 way, Double door neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar,earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing Cable end box (Loose wire box, IP43) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240/415 V, on surface /recess complete with testing and commissioning etc. as required.

6 amp. To 32 Amp. SP MCB 240 volt

Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required.

Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong on top, with 85 mm dia 3 mm thick copper base plate including holes etc. complete as required.

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run)

Fixing of copper / G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run)

Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. As required.

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required.

Supply and installation of regular/ standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.

Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required.

Supply and installation of 300 mm, 230 v A.C. Exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required.

Supply and installation of 375 mm, 230 v A.C. Exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required.

Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required.

Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 mm thick G.I. pipe upto 30 cm. length, painting and wiring the down rods and connection with 1.5 sq mm FR PVC insulated copper conductor, single core cable and earthing etc. as required.

Supplying and fixing indoor recess mounting 36 watt LED flat panel luminaire suitable for armstrong / grid ceiling and complete with electronic driver etc. directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required.

Supplying and fixing recess mounted 12 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR FR PVC insulated copper conductor cable and earthing the body etc. as required.

Supplying and fixing recess mounted 18 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required.

Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

Supplying and fixing batten/ angle holder including connection etc. as required.

Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

a) Scheduled Items

Providing and fixing on wall face unplastidsed PVC (working pressure 4 kgf per sqm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion.

metre

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia

Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I. Concealed work including cutting chases and making good the wall etc. 15 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal inner dia Pipes

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing C.P. brass stop cock (concealed of standard design and of approved make conforming to IS : 893115 mm nominal bore.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe

250 mm diameter S.W. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia R.C.C. pipe

250 mm dia R.C.C. pipe

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipe

Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Contructing brick masonry chamber for Underground C.I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) RCC top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1cement:3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 466x610 mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gms

Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore

Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :

Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.. 40 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

metre

Providing and fixing of Hindware counter wash basin of size 430X130 mm cat no 91069 with C.I Brackets 15 mm C.P brass pillar taps 32 mm C.P Brass waste of standard pattern including painting and bracket cutting and making good the wall (oval Shape)

Providing and fixing bottle trap (with internal partition) 32mm size with 250 mm & 190mm long wall connection pipes & wall flange Jaquar make, Cat. No. 769 all complete inclusive of taxes and royalty all complete as per companys specification and direction of Engineer-in-charge.

Providing and fixing C.P. brass pebble bib cock with wall flange bib Tap faucet (wall mount installation type)of Model Parryware G3004A1 or equivalent conforming to IS standards

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size without frame of make st gobein or approved as per E/I with 6 mm thick hard board backing : Rectangular shape

Provding and fixing soil,waste and vent pipes P.V.C. PIPE

1.5 tone 5 star,5 year comprehensive warrantyinverter split AC 4 in 1 adjustable mode/energy efficient/high ambient cooling cools even at 52*c/anti dust filter with anti- microbial/coopper coil.

2 tone 5 star with 5 year comprehensive warranty,Ai powered,5 in 1 convertible cooling 4 way air swing,heavy duty cooling inverter split AC copper coil

Item Code

Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required. In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works.

Bricks- (8 Km)

Coarse Sand(80 Km,Doriganj by Road)

stone chips 261 km Pakur by railway

Cement 5km

steel 5 km

Bricks- (8 Km)

Coarse Sand

stone chips

Earthwork in excavation in foundation trenches or drains(not exceding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

Separation Membrane of impermeable plastic sheeting 125 micron thick

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete. Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.

Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand)

Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand). Extra for Brick work in superstructure above plinth level upto floor V cum.

Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level. Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete.All works above plinth level upto floor V level.Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Walls columns, pillars, posts cind struts Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) (20 to 25 mm thick)

Kota stone slabs 20mm thick in risers of steps skirting. Dado & pillars laid on 12mm average thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm.

Providing and laying vitrified floor tiles in different sizes( thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc, complete. Size of Tile 60X60cm

Providing and laying vitrified floor tiles in different sizes( thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) including grouting the joint with white cement and matching pigments etc, complete. Size of Tile 600X600mm.

Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete.

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

12 mm cement plaster of mix ; 1:6 (1 cement : 6 coarse sand)

6 mm cement mix plaster of mix 1:4 (1 cement : 4 coarse sand) Roof

20mm plaster 1:6 (1 cement : 6 coarse sand)

Providing and laying integral cement based water proofing treatment.With average thickness of 120 mm and minimum thickness at khurras point to be 65 .. including prepatation of surface as required for treatment of roofs, balconies , terraces etc, consisting of following operations. Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water -proofing compound cleaning the surface before treatment, (b) Laying cement concrete using broken bricks / brick bats 25 mm to 100 mm size with 50 % of cement mortar 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement: 5 coarse sand ) admixed with proprietary water froofing compound conforming to IS 2545 to reuired slope and treating similary the adjoining walls upto 300 mm height including rounding of junctions, or walls ad slabs. After two days of proper curing applying a secoung coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand ) admixed with

Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete

Centring and shuttering including strutting, proping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.

Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts.

Centering and shuttering including strutting , propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform.

Centering and shuttering including strutting , propping etc. and removal of form for Stairs,(excluding landings) except spiral-staircaces.

Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer

Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . Two or more coats on new work

Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood)

Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work

Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), including ISI marked M.S.pressed butt hinges bright finished of required size with necessery screws, all complete as per directions of Engineer-in- Charge and panelling with panels of:12 mm thick prelaminated (with decorative lamination on one side and balancing lamination on other side) particle board Grade -1 medium density flat pressed, three layer and graded (FPT-1) conforming to IS :3087 bonded with BWP type synthetic resin adhesive as per IS :848 and prelamination conforming to IS :12823 Grade-1 Type I

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal Wood

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-incharge. (For W.C. and bathroom door shutter).

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge. Extruded section profile size 42x50 mm

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness(weight not less than 12.50 kg/sqm)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing M.S.handles with necessary screws etc.complete125 mm

Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete:Twin rubber stopper

Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.

Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats square or round bars etc all complete fixed to steel windows Fixed to openings/ wooden frames with rawl plugs screws etc For all floor

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:250x10 mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:150x10 mm

Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete. TMTC-500

TMTC-500 8mm dia

TMTC-500 10mm dia

TMTC-500 12mm dia

TMT-500 16mm dia

TMT-500 20mm dia

TMT-500 25mm dia

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).

Making 25 cm (10'') dia bore up to 4 mtr below ground with hand auger of approved quality in ordinary soil(vide classification of soil item - A) true to plum and without eccentricity in any stage of opration and disposal of the excavated earth up to 50 m lead including all lifts all complete as per approved design and direction of E/I.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work up to Plinth level.1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size)

Providing and laying in position specified grade of Reinforced cement concrete work in wall (any thickness),including attached pilasters, buttresses, plinth and string coursed, fillets, columns, pillars, piers, abutments, posts and struts, etc. Up to floor five level excluding cost of centring, shuttering, finisnin and reinforcement.1:1:5:3 (1 cement :1.5 coarse sand 0.3 graded stone aggregate 20mm nominal size)

Reinforced cement concrete work in beams, suspended floors,roofs having slope up to 15, landings, balconies, shelves,chajjas,lintels, bands,plain window sills,staircases and spiral stair cases up to floor five levl excluding the cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size)

Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand )

Cement plaster in coarse sand 12 mm Cement plaster of mix.1:4(1 cement : 4 coarse sand)

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats).

Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

Providing and fixing concertina coil fencing with panched concertina coil 600 mm dia 10 mtr. Openable length (total length 90 metre) having 50 no round per 6 metre length, up to 3 metre hight of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. Reinforced wire, stud tied with G.I. steples and G.I clip to retain horizontal, including necessary bolts or G.I. barbed wire tide to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq mm with tape (.52 mm thick) and weight 43.478 gm/metre (Cost of M.S. Angle, C.C. blocks shall be paid separately)

Thous.

Thous

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required.

Point

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.

Supplying and fixing metal/ PVC box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.

Supplying and fixing following size/ modules, GI box along with modular base and cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.

Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.

Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 25/32 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required.

Supplying and fixing TPN sheet steel enclosure on surface/ recess along with 63 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required.

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin , 5/6 amps socket outlet

Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required.

Supplying and fixing following way single pole & 2 + 12 way, Double door neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus-bar,earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing Cable end box (Loose wire box, IP43) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240/415 V, on surface /recess complete with testing and commissioning etc. as required.

6 amp. To 32 Amp. SP MCB 240 volt

Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required.

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel at least 2 mm thick, vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing etc. as required.

Providing and fixing lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong on top, with 85 mm dia 3 mm thick copper base plate including holes etc. complete as required.

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For vertical run)

Fixing of copper / G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. ( For horizontal run)

Jointing copper/ G.I. tape ( with another copper/ G I tape, base of the finial or any other metallic object ) by riverting/ nut bolting sweating and soldering etc. As required.

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of tinned G.I. bolts, nuts, chuk nuts and spring washers etc. complete as required.

Supply and installation of regular/ standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.

Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required.

Supply and installation of 300 mm, 230 v A.C. Exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required.

Supply and installation of 375 mm, 230 v A.C. Exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required.

Supply and installation of 400 mm, 230 v A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required.

Supplying and fixing 4' X 40 watt suspended type LED luminaire provides soft-light and glare free symmetrical illumination complete with all accessories etc. including ball and socket arrangement, 2 no. down rods of 20mm dia X 1.6 mm thick G.I. pipe upto 30 cm. length, painting and wiring the down rods and connection with 1.5 sq mm FR PVC insulated copper conductor, single core cable and earthing etc. as required.

Supplying and fixing indoor recess mounting 36 watt LED flat panel luminaire suitable for armstrong / grid ceiling and complete with electronic driver etc. directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required.

Supplying and fixing recess mounted 12 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR FR PVC insulated copper conductor cable and earthing the body etc. as required.

Supplying and fixing recess mounted 18 watt LED vertical downlighter complete with all accessories and replaceable electronic driver, directly on false ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required.

Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

Supplying and fixing batten/ angle holder including connection etc. as required.

Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

a) Scheduled Items

Providing and fixing on wall face unplastidsed PVC (working pressure 4 kgf per sqm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion.

metre

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia

Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I. Concealed work including cutting chases and making good the wall etc. 15 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm nominal inner dia Pipes

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing C.P. brass stop cock (concealed of standard design and of approved make conforming to IS : 893115 mm nominal bore.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe

250 mm diameter S.W. pipe

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia R.C.C. pipe

250 mm dia R.C.C. pipe

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 250 mm diameter S.W. pipe

Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Contructing brick masonry chamber for Underground C.I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) RCC top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1cement:3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 466x610 mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing not less than 170 gms

Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore

Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation,refilling the earth or cutting of wall and making good the same complete wherever required :

Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.. 40 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

metre

Providing and fixing of Hindware counter wash basin of size 430X130 mm cat no 91069 with C.I Brackets 15 mm C.P brass pillar taps 32 mm C.P Brass waste of standard pattern including painting and bracket cutting and making good the wall (oval Shape)

Providing and fixing bottle trap (with internal partition) 32mm size with 250 mm & 190mm long wall connection pipes & wall flange Jaquar make, Cat. No. 769 all complete inclusive of taxes and royalty all complete as per companys specification and direction of Engineer-in-charge.

Providing and fixing C.P. brass pebble bib cock with wall flange bib Tap faucet (wall mount installation type)of Model Parryware G3004A1 or equivalent conforming to IS standards

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size without frame of make st gobein or approved as per E/I with 6 mm thick hard board backing : Rectangular shape

Provding and fixing soil,waste and vent pipes P.V.C. PIPE

1.5 tone 5 star,5 year comprehensive warrantyinverter split AC 4 in 1 adjustable mode/energy efficient/high ambient cooling cools even at 52*c/anti dust filter with anti- microbial/coopper coil.

2 tone 5 star with 5 year comprehensive warranty,Ai powered,5 in 1 convertible cooling 4 way air swing,heavy duty cooling inverter split AC copper coil

DESCRIPTION

Local

Per %0 Nos.

Per Cum

Mirzacheuki

Per Cum

Local

Per/MT

By Rail

Mirza cheuki

per cum

tonne

tonne

per cum

per cum

Local

per cum

CONSTRUCTION OF ROAD, DRAIN, SAFETY & DISASTER RISK REDUCTION BUILDING(CUC) & BOUNDARY WALL AT IA DHARAMPUR(DARBHANGA)

10000+18% GST = Rs. 11800.00

Items

Affadavit as per SBD

(A) Indian post office term deposit 3 year/5year/National Saving Certificate/ Kishan Vikash Patra duly endorsed by the Competent Postal authority in Bihar issued in the same year.

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs in Lakhs)

As per NIT/SBD

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

Amount To be entered (Rs in Lakhs)

As per NIT/SBD

As per NIT/SBD

As per attached SBD/Appendix

A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next one year. (As per attached SBD)

(a) Existing commitments and ongoing works (As per format attached SBD)

(b) Work for which Bid already submitted (As per format attached SBD)

As per format attached in SBD

As per format attached in SBD

As per format attached in SBD

As per format attached in SBD

Proposal, If any for sub contracting of elements of work, costing more that 10% of the Bid amount.

Authority to seek references from the bidders bankers.

The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones (As per attached SBD)

As per attached SBD

As per attached SBD

As per attached SBD

As per NIT/SBD

As per NIT/SBD

As per NIT/SBD

As per NIT/SBD

As per NIT/SBD

As per as per SBD

As per as per SBD

Evaluation will be done as per SBD Clauses & the information provided in the document attached with tender. Bidder may Disqualify, if documents are not attached properly.

10/BIADA/2025-26

Construction work of Multistoried Pre-Engineered (G+2) Building (Phase – 2) for the Development of industrial area Jhanjharpur as a Model Green Industrial Area.

All Colered Cells Are Mandatory To Be Filled By The Bidders

ITEMS

Department

Department

(i) Individual/Partnership/Pvt. Ltd./Public Ltd.

Bids from Joint ventures are acceptable above Rs. 10.00 Crore Projects. The tenderer will have to submit the Joint Venture documents as per eligibility criteria & other instructions issued vide Road Construction Department letter No. 8131(S) dated 24.7.2012.

Attach self attested copy

Attach self attested copy

10000+18% GST = Rs. 11800.00

(A) Unconditional bank guarantee from any scheduled Indian bank in the format given ATTACH AS PRESCRIBED IN SEC-2 OF SBD (B) e-Payment Amount To Be Entered (Rs. In Lakhs)

Satisfactory completed at least one similar nature work of value not less than 50% of estimated value of contract (Rs. In Lakhs). The completion certificate shall be issued by employer not below the rank of Executive Engineer.

MINIMUM QUANTITY / AMOUNT AS PRESCRIBED IN SBD

FY 2020-2021 Amount To be entered (Rs in Lakhs)

CERTIFICATE ISSUED BY BANK AS PER PRESCRIBED FORMAT IN SEC-2 OF SBD ON AND AFTER DATE OF TENDER

A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next ----- year (period of completion of the works for which bids are invited).

ATTACH AS PER SEC 2- 1.4(A) ON & AFTER DATE OF TENDER ( Bidder must decleare themselve their all exising commitment hiding fact be sufficient cause for rejection)

ATTACH AS PER SEC 2- 1.4(B) ON & AFTER DATE OF TENDER ( Bidder must decleare themsslve their all exising commitment hiding fact be sufficient cause for rejection)

CERTIFICATE ISSUED BY BANK AS PER PRESCRIBED FORMAT IN SEC-2 ON AND AFTER DATE OF TENDER

(i) ATTACH AFFIDAVIT AS PRESCRIBED IN SEC-2 OF SBD ON AND AFTER DATE OF TENDER

Attach a Valid Character Certificate of Tenderer issued by competent authority

(i) ATTACH AS PRESCRIBED IN SEC-2 OF SBD I.T.B. 4.2(ii)

(ii) ATTACH UNDERTAKING AS PRESCRIBED IN SBD I.T.B. 15.1

Attach Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount as prescribed in SBD. ATTACH AFFIDAVIT AS PRESCRIBED IN SEC-2 ON & AFTER DATE OF TENDER

The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones . ATTACH DESCRIPTIONS,DRAWINGS AND CHARTS AS NECESSARY

AS PER SEC-2-1.6 OF SBD ATTACH NECESSARY CERTIFICATE AND CURRENT AIIFIDAVIT OF BOTH EMPLOYEE AND EMPLOYER ON AND AFTER DATE OF TENDER

AS PER SEC 2-1.5 OF SBD MAX. AGE 5 YEARS ATTACH OWNED VOUCHER/CASH MEMO/INVOICE AND AFFIDAVIT IN CASE OF LEASED/HIRE ON AND AFTER DATE OF TENDER

Evaluation will be done as per SBD , NIT Clauses & the information provided in the document attached with tender. Bidder may Disqualify, if documents are not attached properly. Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

BIDDER'S PRICE

ESTIMATED AMOUNT

IN WORDS