Widening and Strengthening of Kundasar Mahsi Nanpara MDR 186E from Chainage Km. 6.000 to Km. 27.125 Chainage Km. 52.825 to Km. 60.875 and Chainage Km 72.555 to Km. 73.495 Length 30.115 Km. in District Bahraich

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with in all lifts and lead upto 1000m.[MORTH Ref. SI No. 3.06 - 301.] Part A Ch- 6.000 to 27.125

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with in all lifts and lead upto 1000m. [MORTH Ref. SI No. 3.06 - 301.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 [MORTH Ref. SI No. 3.19 - 305.] Part A Ch- 6.000 to 27.125

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 B[MORTH Ref. SI No. 3.19 - 305.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

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 [MORTH Ref. SI No. 3.16 - 305.] Part A Ch- 6.000 to 27.125

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 [MORTH Ref. SI No. 3.16 - 305.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Granular Sub-base (Grading-I) By Mix in Place Method :-Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 [MORTH Ref. SI No. 4.01 B - 401.] Part A Ch- 6.000 to 27.125

Granular Sub-base (Grading-I) By Mix in Place Method :-Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 [MORTH Ref. SI No. 4.01 B - 401.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [MORTH Ref. SI No. 4.14 B - 406.] Part A Ch- 6.000 to 27.125

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [MORTH Ref. SI No. 4.14 B - 406.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Stablized Wet Mix Macadam(using 3.5% emulsion SS-2) & 1% OPC 43 grade cement) :- 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. [MORTH Ref. SI No. 4.15 - 406.] Part A Ch- 6.000 to 27.125

Stablized Wet Mix Macadam(using 3.5% emulsion (SS-2) & 1% OPC 43 grade cement) :- 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. [MORTH Ref. SI No. 4.15 - 406.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Cement Concrete Pavement( P.Q.C. M35 Grade):- 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 [MORTH Ref. SI No. 6.02 - 602.] Part A Ch- 6.000 to 27.125

Cement Concrete Pavement( P.Q.C. M35 Grade):-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 [MORTH Ref. SI No. 6.02 - 602.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Dense Graded Bituminous Macadam Grading II :- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. 505 complete in all respects. .[MORTH Ref. SI No. 5.04 B - 505.] Part A Ch- 6.000 to 27.125

Dense Graded Bituminous Macadam Grading II :- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. 505 complete in all respects. .[MORTH Ref. SI No. 5.04 B - 505.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Tack Coat :- Providing and applying tack coat with bitumen(VG 10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [MORTH Ref. SI No. 5.02 - 503.] Part A Ch- 6.000 to 27.125

Tack Coat :- Providing and applying tack coat with bitumen(VG 10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [MORTH Ref. SI No. 5.02 - 503.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

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 bituminous binder(VG 30) @ 5.4 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. 507 complete in all respects. [MORTH Ref. SI No. 5.05 B - 507.] Part A Ch- 6.000 to 27.125

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 bituminous binder(VG 30) @ 5.4 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. 507 complete in all respects. [MORTH Ref. SI No. 5.05 B - 507.] Part Part B Ch-52.825 to 60.875, 72.555 to 73.495

Construction of subgrade and earthen shoulders :- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [MORTH Ref. SI No. 3.18 - 305.] Part A Ch- 6.000 to 27.125

Construction of subgrade and earthen shoulders :- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [MORTH Ref. SI No. 3.18 - 305.] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Excavation in foundation in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches. PWD 251 [PWD SOR 251] Part A Ch- 6.000 to 27.125

Excavation in foundation in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches. PWD 251 Part B [PWD SOR 251] Ch-52.825 to 60.875, 72.555 to 73.495

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. [PWD SOR 280] Part A Ch- 6.000 to 27.125

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. [PWD SOR 280] Part B Ch-52.825 to 60.875, 72.555 to 73.495

R.C.C work with cement approved course sand and 2 cm {3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in foundation and plinth excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item.PWD SOR 283 [PWD SOR 287+289-288] Part A Ch- 6.000 to 27.125

R.C.C work with cement approved course sand and 2 cm {3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in foundation and plinth excluding supply of reinforcement and its bending but including its fixing and bending the same with 24 B.W.G. G.I. binding wire and including neccessary centering and shuttering etc. and also including supply of all materials, labours and T & P etc. required for proper completion of the work. Binding wire cost being included in the item.PWD SOR 283 [PWD SOR 287+289-288] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications of Grade - RCC grade M 30 [MoRTH Sl.No. 12.08 G Case II] Part A Ch- 6.000 to 27.125

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications of Grade - RCC grade M 30 [MoRTH Sl.No. 12.08 G Case II] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [MoRTH Sl.No. 15.13 - 1600] Part A Ch- 6.000 to 27.125

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [MoRTH Sl.No. 15.13 - 1600] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Class M-150 bricks work in 1:3 in cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. [PWD SOR 307(a)]Part A Ch- 6.000 to 27.125

Class M-150 bricks work in 1:3 in cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. [PWD SOR 307(a)] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Providing and Laying Reinforced Cement Concrete Pipe NP4 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 parapets Clause 1106. [PWD SOR CH-20/10 + CH-1] Part A Ch- 6.000 to 27.125 (600 mm Dia)

Providing and Laying Reinforced Cement Concrete Pipe NP4 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 parapets Clause 1106.[PWD SOR CH-20/10 + CH-1] Part A Ch- 6.000 to 27.125 (900 mm Dia)

Providing and Laying Reinforced Cement Concrete Pipe NP4 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 parapets Clause 1106. [PWD SOR CH-20/10 + CH-1] Part B Ch-52.825 to 60.875, 72.555 to 73.495 (600 mm Dia)

Providing and Laying Reinforced Cement Concrete Pipe NP4 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 parapets Clause 1106. [PWD SOR CH-20/10 + CH-1]Part B Ch-52.825 to 60.875, 72.555 to 73.495 (900 mm Dia)

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 [PWD SOR CH-13/1] Part A Ch- 6.000 to 27.125

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 [PWD SOR CH-13/1] Part B Ch-52.825 to 60.875, 72.555 to 73.495

12 mm thick plaster with cement mortar in proportion of 1:3 cement and coase sand [PWD SOR- Ch-13/583] Part A Ch- 6.000 to 27.125

12 mm thick plaster with cement mortar in proportion of 1:3 cement and coase sand [PWD SOR- Ch-13/583] Part B Ch-52.825 to 60.875, 72.555 to 73.495

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. Morth 9.3 /710.1.4.of IRC:78 and 2504.2 [MoRTH 15.24 /710.1.4.of IRC:78 and 2504.2] Part A Ch- 6.000 to 27.125

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 Morth-13.08/2706-2200 [MoRTH 15.14 - 2700 & 2200] Part A Ch- 6.000 to 27.125

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 Morth-13.08/2706-2200 [MoRTH 15.14 - 2700 & 2200] Part B Ch-52.825 to 60.875, 72.555 to 73.495

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification [PWD SOR 255+ Local Sand] Part A Ch- 6.00 to 27.125

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification [PWD SOR 255+ Local Sand] Part B Ch-52.825 to 60.875, 72.555 to 73.495

M/s PBC Infrastructure India Private Limited

M/s Vishal Construction

M/S RAJ CONSTRUCTION