Tender For Improvement Of District Headquarter Township Road At Boleng
Tender Value
17.82 Crore
Estimated cost
Bid Submission
31 Mar 2025
0 days left
EMD
17.83 Lakhs
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Siang → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of District Headquarter Township Road At Boleng
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Mar-2025 | Corrigendum of Class | Other | 31-Mar-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | SH:- Road from BRTF to Punying area via Food and Civil Supply OfficeSH : FORMATION CUTTING. |
| 2 | ExcavationinHillAreainSoilbyMechanical Means(Dipositingofexcavatedearthwithall lifts and lead upto 1000 mExcavation in soil in hilly area by mechanical means includingcuttingandtrimmingofsideslopesand disposing of excavated earth with all lifts and lead upto 1000 metres. |
| 3 | ExcavationinHillyAreainOrdinaryRockby MechanicalMeansnotRequiringBlasting (Disposalofcutmaterialwithallliftandlead upto 1000 m)Excavation in hilly area in ordinary rock not requiringblastingbymechanicalmeansincluding cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. |
| 4 | ExcavationinHillyAreasinHardRock RequiringBlasting(Disposalofcutmaterial with all lift and lead upto 1000 m).Excavationinhillyareasinhardrockrequiring blasting,bymechanicalmeansincludingtrimming ofslopesanddisposalofcutmaterialwithalllifts and lead upto 1000 metres. |
| 5 | SH : C.C. PAVEMENT. |
| 6 | Preparation of sub grade by excavating earth to an average depth of 22.5 cm, dressing to camber and consolidating with road roller, making good the undulation etc. and disposal of surplus earth , lead upto 50 m |
| 7 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401).(i) for grading- I Material. |
| 8 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 9 | (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 10 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 11 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 12 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km) |
| 13 | b) Sand , Aggregate and other materials.iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km) |
| 14 | SH : RCC SLAB CULVERT 1.50 MTR. SPAN |
| 15 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)I. Ordinary SoilA. Manual Means(i) upto 3 m depth |
| 16 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 17 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonary (first sort) |
| 18 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsB. PCC Grade M15(p) Height upto 5m |
| 19 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A. Granular material |
| 20 | Providing weep holes in Brick masonry /Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification. |
| 21 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationA. RCC Grade M20Case-I : Using Concrete Mixer(i) For solid slab super-structure,20-30% of (a+b+c)(p) Height upto 5m |
| 22 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 23 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 24 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 25 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km) |
| 26 | b) Sand , Aggregate and other materials.iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km) |
| 27 | SH : RCC SLAB CULVERT 2.00 MTR. SPAN |
| 28 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)I. Ordinary soilA. Manual Means(i) upto 3 m depth |
| 29 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 30 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 31 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsB. PCC Grade M15(p) Height upto 5m |
| 32 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A. Granular material |
| 33 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipem extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification. |
| 34 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationA. RCC Grade M20Case-I. Using Concrete Mixer(i) For solid slab super-structure,20-30% of (a+b+c) (p) Height upto 5m |
| 35 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 36 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 37 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 38 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km) |
| 39 | b) Sand , Aggregate and other materials.iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km) |
| 40 | SH : RETAINING WALL 3.00 MTR. HEIGHT. |
| 41 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilManual Means (Depth upto 3 m) |
| 42 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 43 | Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and Technical Specifications.Random Rubble Masonry |
| 44 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 45 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 46 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 47 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 48 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km) |
| 49 | b) Sand , Aggregate and other materials.iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km) |
| 50 | SH : C.C. DRAIN |
| 51 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilManual Meansupto 3 m depth |
| 52 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : |
| 53 | 12 mm Cement plaster in 1: 4 (1 Cement : 4 Fine sand ) |
| 54 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 55 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 56 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road (from Pasighat to Boleng work site lead-97.00 km) |
| 57 | b) Sand , Aggregate and other materials.iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to work site: Lead 1.500 km) |
| 58 | SH:- BRTF Road to Gandhi village via PWD HelipadSH : WIDENING. |
| 59 | ExcavationinHillAreainSoilbyMechanical Means(Dipositingofexcavatedearthwithall lifts and lead upto 1000 mExcavation in soil in hilly area by mechanical means includingcuttingandtrimmingofsideslopesand disposing of excavated earth with all lifts and lead upto 1000 metres. |
| 60 | ExcavationinHillyAreainOrdinaryRockby MechanicalMeansnotRequiringBlasting (Disposalofcutmaterialwithallliftandlead upto 1000 m)Excavation in hilly area in ordinary rock not requiringblastingbymechanicalmeansincluding cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. |
| 61 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.(i) Surfaced Road (lead-4.500 km) |
| 62 | SH : C.C. PAVEMENT. |
| 63 | Preparation of sub grade by excavating earth to an average depth of 22.5 cm, dressing to camber and consolidating with road roller, making good the undulation etc. and disposal of surplus earth , lead upto 50 m |
| 64 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401).(i) for grading- I Material. |
| 65 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 66 | (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 67 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 68 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 69 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km |
| 70 | b) Sand , Aggregate and other materials.(i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km |
| 71 | iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km) |
| 72 | SH : SLAB CULVERT 1.50 MTR. SPAN |
| 73 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)I. Ordinary SoilA. Manual Means(i) upto 3 m depth |
| 74 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 75 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 76 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsB. PCC Grade M15(p) Height upto 5m |
| 77 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification A. Granular material |
| 78 | Providing weep holes in Brick masonry /Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe extending through the full width of the structure with slope of IV : 20 H towards drawing foce. Complete as per drawing and Technical specification. |
| 79 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationA. RCC Grade M20Case I. Using Concrete Mixer(i) For solid slab super-structure,20-30% of (a+b+c)(p) Height upto 5m |
| 80 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 81 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 82 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 83 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km |
| 84 | b) Sand , Aggregate and other materials.(i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km |
| 85 | iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km) |
| 86 | SH : RETAINING WALL 3.00 MTR. HEIGHT. |
| 87 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilManual Means (Depth upto 3 m) |
| 88 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 89 | Stone masonry work in cement mortar 1:3 in Foundation complete as per drawing and Technical Specifications.Random Rubble Masonry |
| 90 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 91 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 92 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 93 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 94 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km |
| 95 | b) Sand , Aggregate and other materials.(i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km |
| 96 | iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km) |
| 97 | SH : C.C. DRAIN |
| 98 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soilManual Meansupto 3 m depth |
| 99 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : |
| 100 | 12 mm Cement plaster in 1: 4 ( 1 Cement : 4 Fine sand ) |
| 101 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 102 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 103 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km |
| 104 | b) Sand , Aggregate and other materials.(i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-3.700 km |
| 105 | iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km) |
| 106 | SH:- Road from Govt Sec. School trijunction to BRTF RoadSH : C.C. PAVEMENT. |
| 107 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 108 | (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 109 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 110 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 111 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km |
| 112 | b) Sand , Aggregate and other materials.(i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-4.000 km |
| 113 | iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km) |
| 114 | SH:- Raja Colony roadSH : C.C. PAVEMENT. |
| 115 | Preparation of sub grade by excavating earth to an average depth of 22.5 cm, dressing to camber and consolidating with road roller, making good the undulation etc. and disposal of surplus earth , lead upto 50 m |
| 116 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401).(i) for grading- I Material. |
| 117 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 118 | (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ) |
| 119 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads. |
| 120 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stone for hill roads. Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip. |
| 121 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking.a) Cement and Steel(i) Surfaced Road From Pasighat to Boleng work site lead-97.00 km |
| 122 | b) Sand , Aggregate and other materials.(i) Surfaced Road (from Simang Bridge point t to Boleng work site lead-5.000 km |
| 123 | iii) Katcha Track and Track in River Bed/Nallah Bed and Choe Bed.( from Boleng quarry to Simang Bridge point : Lead 1.500 km) |
AI Tender Summary
Tender Timeline
Mar 25, 2025
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 31, 2025
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 31, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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