Construction of Bridges in Tamulpur district i.Br. No. 1/1 on Gohaikamal Rd to Allia Chawk Rd ii.Br. No. 1/1 on Belkhuti to Darangamela Rd iii.Br. No. 1/1 on Borkhopa to Dakshin Punia Rd iv.Br. No. 1/1 on Charangbari to Barangabari Baregaon Rd

Amount

Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and constructing one span service road to reach island location from one pier location to another pier location, iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and constructing one span service road to reach island location from one pier location to another pier location iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and constructing one span service road to reach island location from one pier location to another pier location i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and constructing one span service road to reach island location from one pier location to another pier location ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. iii) Br. No.1/1 on Borkhopa to Dakshin punia Roadi)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications, iii) Br. No.1/1 on Borkhopa to Dakshin punia Roadi)

Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade. Case I. Using Concrete Mixture iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

B. Well Steining i. RCC M-20 Grade Case I. Using Concrete Mixture iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-20 Grade. Case I. Using Concrete Mixture iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

D. Well Cap i. RCC M-25 Grade Case I. Using Concrete Mixture iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade. Case I. Using Concrete Mixture iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

B. Well Steining i. RCC M-20 Grade Case I. Using Concrete Mixture iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-20 Grade. Case I. Using Concrete Mixture iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

D. Well Cap i. RCC M-25 Grade Case I. Using Concrete Mixture iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade. Case I. Using Concrete Mixture i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

B. Well Steining i. RCC M-20 Grade Case I. Using Concrete Mixture i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-20 Grade. Case I. Using Concrete Mixture i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

D. Well Cap i. RCC M-25 Grade Case I. Using Concrete Mixture i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade. Case I. Using Concrete Mixture ii) Br. No. 1/1 on Belkhuti to Darangamela Road

B. Well Steining i. RCC M-20 Grade Case I. Using Concrete Mixture ii) Br. No. 1/1 on Belkhuti to Darangamela Road

C. Bottom Plug Concrete to be placed using tremie pipe i. PCC Grade M-20 Grade. Case I. Using Concrete Mixture ii) Br. No. 1/1 on Belkhuti to Darangamela Road

D. Well Cap i. RCC M-25 Grade Case I. Using Concrete Mixture ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil i. Depth below Bed Level upto 3.0m iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

ii. Beyond 3.0m upto 10.0m iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

iii. Beyond 10m upto 20m iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil i. Depth below Bed Level upto 3.0m iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

ii. Beyond 3.0m upto 10.0m iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

iii. Beyond 10m upto 20m iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil i. Depth below Bed Level upto 3.0m i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

ii. Beyond 3.0m upto 10.0m i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

iii. Beyond 10m upto 20m i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Sinking of 8.00M Dia external Well (other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil i. Depth below Bed Level upto 3.0m ii) Br. No. 1/1 on Belkhuti to Darangamela Road

ii. Beyond 3.0m upto 10.0m ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207 ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Belkhuti to Darangamela Road

SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

SSI works: Carrying out boring to make 150mm bores using casing not less than 150mm internal dia. For all types of soil including clayey, silty, sandy and gravelly soil (except boring in rock) upto a depth of 30m or upto refusal (N-100) for collection of undisturbed / disturbed samples, carrying out standard Penetration Test (SPT) complete as per Appendix - 2 of IRC 78 - 2000 as directed by the Deptt, including packing and carriage of all types of samples to the laboratory from the site of work and including carrying out all laboratory tests, preparation and submission of a report in quadruplicate with all sampling, etc. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, Without plasticiser, RCC Grade M35, With Batching Plant, Transit Mixer and Concrete Pump Height upto 5m ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

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 surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification b) Sandy material iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification b) Sandy material iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification b) Sandy material i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification b) Sandy material ii) Br. No. 1/1 on Belkhuti to Darangamela Road

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 face. Complete as per drawing and technical specification. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

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 face. Complete as per drawing and technical specification. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

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 face. Complete as per drawing and technical specification. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

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 face. Complete as per drawing and technical specification. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Furnishing and Placing Reinforced /Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser - F) PSC Grade M-45 - (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span Case II - Using Batching Plant, Transit Mixer and Concrete Pump b) Height 5m to 10m ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 (Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 (Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 (Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications TMT-IS 1786 (Fe-500 D) Primary Producer (TATA / SAIL / Esser Steel / Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Belkhuti to Darangamela Road

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Belkhuti to Darangamela Road

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 a) With crushed stone Nominal mix (1:2.5:5) ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification. TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Drainage Spouts complete as per drawing and technical specification iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Drainage Spouts complete as per drawing and technical specification iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Drainage Spouts complete as per drawing and technical specification i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Drainage Spouts complete as per drawing and technical specification ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 posts for expansion, complete as per approved drawings and technical specifications. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 posts for expansion, complete as per approved drawings and technical specifications. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 posts for expansion, complete as per approved drawings and technical specifications. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Painting on concrete surface (Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) For Plain surface ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Painting on concrete surface (Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) For Plain surface iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Painting on concrete surface (Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) For Plain surface iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Painting on concrete surface (Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) For Plain surface i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Painting on concrete surface (Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) For RCC Railing iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Painting on concrete surface (Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) For RCC Railing iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Painting on concrete surface (Providing and applying 2 coats of water-based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) For RCC Railing i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M20 for Footpath iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M20 for Footpath iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser, PCC Grade M20 for Footpath i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 a) Granular material i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Stone / Boulder i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints iv) Br. No. 1/1 on Belkhuti to Darangamela Road

WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means i) Br. No.1/1 on Borkhopa to Dakshin punia

WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

WBM Grading 2 , Using stone screening Type-B 11.2 mm for Gr.II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) iv) Br. No. 1/1 on Belkhuti to Darangamela Road

WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

WBM Grading 3 , Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. A. By Manual Means i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of non-Woven geotextile of minimum mass per unit area of 280gms/sqm. having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of non-Woven geotextile of minimum mass per unit area of 280gms/sqm. having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of non-Woven geotextile of minimum mass per unit area of 280gms/sqm. having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Soil/ Sub-Grade stabilisation using non-woven Geo-Textiles/ Geo- Grids Providing and laying one layer of non-Woven geotextile of minimum mass per unit area of 280gms/sqm. having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle iv) Br. No. 1/1 on Belkhuti to Darangamela Road

600mm x 600mm square iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

600mm x 600mm square iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

600mm x 600mm square iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

600mm x 600mm square i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year. iv) Br. No. 1/1 on Belkhuti to Darangamela Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the Mort&H specifications i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Pre-Construction Stage: At 3 locations for 1 seasons for 1 year i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Pre-Construction Stage: At 3 locations for 1 seasons for 1 year ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Pre-Construction Stage: At 3 locations for 1 seasons for 1 year iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Pre-Construction Stage: At 3 locations for 1 seasons for 1 year iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Operation Stage: At 3 locations for 2 seasons for year. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Operation Stage: At 3 locations for 2 seasons for year. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Operation Stage: At 3 locations for 2 seasons for year. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Air Quality Monitoring: At Operation Stage: At 3 locations for 2 seasons for year. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Operation Stage: At 3 locations for 1 year. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Operation Stage: At 3 locations for 1 year. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Operation Stage: At 3 locations for 1 year. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Water Quality Monitoring: At Operation Stage: At 3 locations for 1 year. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Operation Stage: At 3 locations for 1 year. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Operation Stage: At 3 locations for 1 year. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Operation Stage: At 3 locations for 1 year. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Noise Quality Monitoring: At Operation Stage: At 3 locations for 1 year. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Pre-Construction Stage: At 3 locations for 2 seasons for 1 year iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Construction Stage: At 3 locations for 2 seasons for 2 consecutive years. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Operation Stage: At 3 locations for 1 year. i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Operation Stage: At 3 locations for 1 year. ii) Br. No. 1/1 on Belkhuti to Darangamela Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Operation Stage: At 3 locations for 1 year. iii) Br. No.1/1 on Borkhopa to Dakshin punia Road

Implementation of Enviromental and Social Management Plan Ambient Soil Quality Monitoring: At Operation Stage: At 3 locations for 1 year. iv) Br. No. 1/1 on Charangbari to Barangabari Baregaon Road

A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 15,51,236.00 (not to be changed by the Bidders in BOQ) i) Br. No.1/1 on Gohaikamal road to Allia Chawk Road

A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 4,59,626.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 1/1 on Belkhuti to Darangamela Road

A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 2,26,086.00 (not to be changed by the Bidders in BOQ) iii) Br. No.1/1 on Borkhopa to Dakshin punia Road