Public Works Roads Department has published Tender For Construction Of Bridges In Dibrugarh District I) Br No 1/3 On Rangamati Boroline To Sealkati Dhubiline Ii) Br No 2/3 On Polungmora To Kachjan Connecting Road. Submission Date for this Tender is 10-05-2024. Bridge Work Tenders in dibrugarh Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-Apr-2024 | Date Corrigendum | Date | 30-04-2024 |
| 2 | 30-Apr-2024 | Date Corrigendum 2 | Date | 10-05-2024 |
| Sl. No. | Item Description |
| 1 | Labour for taking out old piles of timber bridge with necessary scaffolding,jatibamboos,jumperropesetc,completeandstacking them at suitable places as directed. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 2 | Labour for dismantling all members of the timber bridge (excluding piles) withnecessary scaffolding,jati bamboos,jumperropesetc,complete and stacking thematsuitable placesasdirected (all memberswill be under custody of the contractor till taken over by the department) ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 3 | Excavation for Structures, Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleteriousmatter, dressingofsidesandbottomandbackfillingwith approved material, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 4 | Excavation for Structures, Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleteriousmatter, dressingofsidesandbottomandbackfillingwith approved material, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 5 | Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 6 | Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 7 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, A. Well Curb, (iv) RCC M35 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pumpi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 8 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, A. Well Curb, (iv) RCC M35 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pumpii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 9 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, B. Well Steining, (viii) RCC M35 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pumpi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 10 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, B. Well Steining, (viii) RCC M35 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pump ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 11 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, C.Bottom Plug, (ii) PCC M25 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pump i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 12 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, C.Bottom Plug, (ii) PCC M25 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pump ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 13 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, E.Top Plug, (ii) PCC M20 Grade, Case I -Using Concrete Mixer i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 14 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, E.Top Plug, (ii) PCC M20 Grade, Case I -Using Concrete Mixer ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 15 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, F.Well Cap, (iv) RCC M35 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pump.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 16 | Plain/Reinforced cement concrete,in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, F.Well Cap, (iv) RCC M35 Grade, Case II -With Batching Plant,Transit Mixer and Concrete Pump. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 17 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandysoil,clayey soilandrockasshownagainsteachcase, completeasper drawing and technical specifications.Depth ofsinking is rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 18 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandysoil,clayey soilandrockasshownagainsteachcase, completeasper drawing and technical specifications.Depth ofsinking is rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 19 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandysoil,clayey soilandrockasshownagainsteachcase, completeasper drawing and technical specifications.Depth ofsinking is rekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depthi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 20 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandysoil,clayey soilandrockasshownagainsteachcase, completeasper drawing and technical specifications.Depth ofsinking is rekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depthii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 21 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandysoil,clayey soilandrockasshownagainsteachcase, completeasper drawing and technical specifications.Depth ofsinking is rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 22 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandysoil,clayey soilandrockasshownagainsteachcase, completeasper drawing and technical specifications.Depth ofsinking is rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 23 | Sand filling in wellscomplete asper drawing and technical specifications i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 24 | Sand filling in wellscomplete asper drawing and technical specifications ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 25 | Supplying, fitting and placing uncoated TMTBar reinforcement in foundation complete as per drawing and Technical Specifications.(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 26 | ReinforcementinFoundation:Supplying, fittingandplacing TMT IS:1786Fe500Dbarreinforcementinfoundationcompleteasper drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 27 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications.(N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixeri) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 28 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications.(N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixerii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 29 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement insub-structurecompleteasper drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 30 | Supplying, fitting and placing TMTIS:1786 (Fe 500) bar reinforcement insub-structurecompleteasper drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 31 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/returnwallwith100mmdia ACpipe,extending throughthe fullwidthofthe structure withslope of1V:20H towards drawing foce. Complete as per drawing and Technical specification. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 32 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wingwall/returnwallwith100mmdia ACpipe,extending throughthe fullwidthofthe structure withslope of1V:20H towards drawing foce. Complete as per drawing and Technical specification. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 33 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (A)GranularMateriali) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 34 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (A)GranularMaterialii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 35 | Providingandlayingof Filter mediawithgranularmaterials/stone crushedaggregatessatisfyingtherequirementslaiddowninclause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 36 | Providingandlayingof Filter mediawithgranularmaterials/stone crushedaggregatessatisfyingtherequirementslaiddowninclause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 37 | 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 stainlesssteel 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, complete as per drawing and approved technical specification. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 38 | 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 stainlesssteel 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, complete as per drawing and approved technical specification.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 39 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.(N) Without Plasticiser D. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab2) Height 5.0m to 10.0 m i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 40 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.(N) Without Plasticiser D. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab2) Height 5.0m to 10.0 mii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 41 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 2) Height 5.0m to 10.0 mi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 42 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 2) Height 5.0m to 10.0 mii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 43 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For I-beam & slab including launching of precast girders by launching truss upto 40 m span 2) Height 5.0m to 10.0 m i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 44 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For I-beam & slab including launching of precast girders by launching truss upto 40 m span 2) Height 5.0m to 10.0 m ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 45 | ReinforcementinSuperStructure:Supplying,fittingandplacing TMT conformingtoIS:1786Fe500Dreinforcementinsuper-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 46 | ReinforcementinSuperStructure:Supplying,fittingandplacing TMT conformingtoIS:1786Fe500Dreinforcementinsuper-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 47 | ReinforcementinSuperStructure:Supplying,fittingandplacing TMT conformingtoIS:1786Fe500Dreinforcementinsuper-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 48 | High tensile steel wires / strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 49 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 50 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 51 | Drainage Spouts complete as per drawing and Technical specification i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 52 | Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 53 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 54 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 55 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 56 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 57 | Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 58 | Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 59 | Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor"s labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 60 | Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor"s labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 61 | Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the departmenti) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 62 | Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 63 | Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 64 | Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 65 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 66 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 67 | 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 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 68 | 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. 2/3on Polungmora to Kachjan Connecting Road |
| 69 | 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)including10per centextrafor lapsandjointslaidwith stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 70 | 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)including10per centextrafor lapsandjointslaidwith stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 71 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material .I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 72 | Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material .I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering)ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 73 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 74 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 75 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser.G RCC Grade M30 (i) Using Concrete Mixer i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 76 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser.G RCC Grade M30 (i) Using Concrete Mixerii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 77 | Supplying, fitting and placing uncoated TMTBar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 78 | Supplying, fitting and placing uncoated TMTBar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 79 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 mCase-I : Using Concrete Mixer i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 80 | Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 mCase-I : Using Concrete Mixer ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 81 | Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specificationsb)(i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 82 | Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specificationsb)(i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 83 | 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 specification. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 84 | 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 specification.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 85 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements 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 abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 86 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements 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 abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 87 | Constructionofembankmentwithapprovedmaterialobtainedfromborrow pits withaliftupto1.5m,transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(a) from private landi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 88 | Constructionofembankmentwithapprovedmaterialobtainedfromborrow pits withaliftupto1.5m,transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(a) from private landii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 89 | 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. (a) from private landi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 90 | 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. (a) from private landii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 91 | Construction of granular sub-base by providing well graded material, spreading in uniformlayerswithmotorgraderonpreparedsurface,mixingbymixinplace methodwithrotavator atOMC,andcompactingwithsmooth wheel rollerto achievethe desireddensity,completeasperTechnicalSpecificationClause 401.A)By Mix in Place Method (ii) for grading- IIMaterial i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 92 | Construction of granular sub-base by providing well graded material, spreading in uniformlayerswithmotorgraderonpreparedsurface,mixingbymixinplace methodwithrotavator atOMC,andcompactingwithsmooth wheel rollerto achievethe desireddensity,completeasperTechnicalSpecificationClause 401.A)By Mix in Place Method (ii) for grading- IIMaterial ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 93 | WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stoneaggregates ofspecific sizes to water bound macadam specification including spreading in uniform thickness, handpacking,rollingwithsmooth wheelroller80-100kNinstagestoproper grade and camber, applying and brooming, stone screening/binding materials to fill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density grading 2 as per Technical Specification Clause 405.(b) Manual means i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 94 | WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stoneaggregates ofspecific sizes to water bound macadam specification including spreading in uniform thickness, handpacking,rollingwithsmooth wheelroller80-100kNinstagestoproper grade and camber, applying and brooming, stone screening/binding materials to fill-uptheintersticesofcoarseaggregate,wateringandcompactingtothe required density grading 2 as per Technical Specification Clause 405.(b) Manual means ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 95 | WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stoneaggregates ofspecific sizes to water bound macadam specification including spreading in uniform thickness, handpacking,rollingwithsmooth wheelroller80-100kNinstagestoproper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Meansi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 96 | WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stoneaggregates ofspecific sizes to water bound macadam specification including spreading in uniform thickness, handpacking,rollingwithsmooth wheelroller80-100kNinstagestoproper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Meansii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 97 | Providingand laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraintsi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 98 | Providingand laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraintsii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 99 | Furnishingandlayingofthelivesodsofperennialturfforminggrasson embankmentslope,vergesor otherlocationsshownonthedrawingoras directedbytheEngineerincludingpreparationofground,fetchingofsodsand watering as per Technical Specification Clause 309i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 100 | Furnishingandlayingofthelivesodsofperennialturfforminggrasson embankmentslope,vergesor otherlocationsshownonthedrawingoras directedbytheEngineerincludingpreparationofground,fetchingofsodsand watering as per Technical Specification Clause 309ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 101 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signasperIRC:67madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedona 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 perdrawings and Technical Specification Clause 801.(i) 600mm equilateral trianglei) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 102 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signasperIRC:67madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedona 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 perdrawings and Technical Specification Clause 801.(i) 600mm equilateral triangleii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 103 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signasperIRC:67madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedona 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 perdrawings and Technical Specification Clause 801.(ii) 800mm x 600mm rectangular i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 104 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signasperIRC:67madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedona 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 perdrawings and Technical Specification Clause 801.(ii) 800mm x 600mm rectangular ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 105 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signasperIRC:67madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedona 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 perdrawings and Technical Specification Clause 801.(iii) 600mm circulari) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 106 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signasperIRC:67madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedona 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 perdrawings and Technical Specification Clause 801.(iii) 600mm circularii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 107 | 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 fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 108 | 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 fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 109 | Construction of cold weather Bamboo bridge overall width of 3.70m and clearroad way 3mwith jungle wood post20cm to 25cm dia 5nos. In each rowsand rowsbeing 2.1m.apartexceptforthe navigable span which should be 3m. Post to be driven at least 180cm. or more below groundlevelincludingproviding20cmto25cmcentertocenterand placedover20cmdia,junglewooddham,15cmdia.junglewood bracingcollarfixedbyboltsandnuts,strapsetc.maturebholuka Bamboo crossgroth all closely packed and tied 75cm wide track way made from38mmthick1stclasslocalplankfixedon75mmx100mm firstclasslocal wood battens120cmapartand 3 lines ofjati bamboo horizantal railing fixed in bholuka bamboo postplaced at210cm apart andwhite washedincludingallnecessarynutsandbolts,coirropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackwaywithearthtoppingcomplete asperdirectionofthe departmenti) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 110 | Construction of cold weather Bamboo bridge overall width of 3.70m and clearroad way 3mwith jungle wood post20cm to 25cm dia 5nos. In each rowsand rowsbeing 2.1m.apartexceptforthe navigable span which should be 3m. Post to be driven at least 180cm. or more below groundlevelincludingproviding20cmto25cmcentertocenterand placedover20cmdia,junglewooddham,15cmdia.junglewood bracingcollarfixedbyboltsandnuts,strapsetc.maturebholuka Bamboo crossgroth all closely packed and tied 75cm wide track way made from38mmthick1stclasslocalplankfixedon75mmx100mm firstclasslocal wood battens120cmapartand 3 lines ofjati bamboo horizantal railing fixed in bholuka bamboo postplaced at210cm apart andwhite washedincludingallnecessarynutsandbolts,coirropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackwaywithearthtoppingcomplete asperdirectionofthe departmentii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 111 | Constructionofembankmentwithapprovedmaterialobtainedfromborrow pits withaliftupto1.5m,transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 112 | Constructionofembankmentwithapprovedmaterialobtainedfromborrow pits withaliftupto1.5m,transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification.ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 113 | PlantingofTreesandtheirMaintenanceforthreeYear (Plantingof trees by the road side (Avenue trees)in 0.60 m dia holes,1 m deep dugintheground, mixingthesoilwithdecayedfarmyard/sludge mannure, plantingthesaplings, backfillingthetrenches,watering, fixing the tree guatrd and maintaining the plants for three year. i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 114 | PlantingofTreesandtheirMaintenanceforthreeYear (Plantingof trees by the road side (Avenue trees)in 0.60 m dia holes,1 m deep dugintheground, mixingthesoilwithdecayedfarmyard/sludge mannure, plantingthesaplings, backfillingthetrenches,watering, fixing the tree guatrd and maintaining the plants for three year. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 115 | Air quality monitoring at 3 locations* before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Worksi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 116 | Water quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Worksi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 117 | Noise quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 118 | Soil quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample) First Year 1st season of the Worksi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 119 | Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season 3) =9 nos.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 120 | Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3 =9 nos.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 121 | Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 122 | Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos.i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 123 | Air quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samplesi) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 124 | Water quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 125 | Noise quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 126 | Soil quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
| 127 | Air quality monitoring at 3 locations* before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 128 | Water quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Works ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 129 | Noise quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample); First Year 1st season of the Worksii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 130 | Soil quality monitoring at 3 locations before the start of the construction work and will be treated as the baseline data. (3 locations x Single time=3 nos. of sample) First Year 1st season of the Works ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 131 | Air quality monitoring at 3 locations for 3 seasons for 2 consecutive years (3x3 Season 3) =9 nos. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 132 | Water quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3 =9 nos. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 133 | Noise quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 134 | Soil quality monitoring at 3 locations for 3 seasons for 2 consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 135 | Air quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 136 | Water quality monitoring at 3 locations for 2seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samplesii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 137 | Noise quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samplesii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 138 | Soil quality monitoring at 3 locations for 2 seasons for 1 year. (3x2 Season X 1 Years) =6 nos. of samplesii) Br. No. 2/3on Polungmora to Kachjan Connecting Road |
| 139 | A Provisional sum (Fixed Amount) for the items of Tree Cutting and Compensatory Aforestation of Rs. 2,87,266.00 (not to be changed by the Bidders in BOQ) i) Br. No 1/3 on Rangamati Boroline to Sealkati Dhubiline |
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