Tender For Road From Upper Dikhalmukh To To Radhaso
Tender Value
4.98 Crore
Estimated cost
Bid Submission
16 Nov 2022
0 days left
EMD
4.98 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
East Kameng → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Road From Upper Dikhalmukh To To Radhaso C/O Road From Upper Dikhalmukh To Radhasso (8.5 Kms) (Including 100 Mtr Bridge), Pakke Kessang District.
BOQ
| Sl. No. | Item Description |
| 1 | SH-1:SITE CLERANCE |
| 2 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) B y Manual Means:-A In area of light jungle |
| 3 | SH-2: FORMATION CUTTING |
| 4 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 5 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 6 | A) Ordinary rock (with or without blasting) |
| 7 | Deduct for quantum of earth work of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Soil/Hard Shale, soil containing shingle or small size boulders.) |
| 8 | Deduct for quantum of earth work of all types disposal directly by throwing into the valley without involving any lead and lift.(Ordinary and Hard Rock) |
| 9 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transportating to site, spreadind, grading to required slope and compacting to meet requirement of table 300-2) |
| 10 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) A Mechanical means |
| 11 | SH-3:GSB |
| 12 | Preparation of Sub-Grade |
| 13 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth,lead upto 50 m.) |
| 14 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 15 | Granular Sub-base with Close Graded Material (Table:- 400-1) |
| 16 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (i) for grading- I Material |
| 17 | SH-4: RCC Slab Culvert 1m Span - 1.50m height = 7 Nos |
| 18 | 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.) |
| 19 | Ordinary soil |
| 20 | B Mechanical Means |
| 21 | (i) upto 3 m depth (without de-watering) |
| 22 | 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.) |
| 23 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 24 | Coursed rubble masonry (first sort ) |
| 25 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m |
| 26 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 27 | RCC Grade M20 |
| 28 | Using Concrete Mixer |
| 29 | For solid slab super-structure,20-30% of (a+b+c) |
| 30 | Height upto 5m |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 32 | 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 |
| 33 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 34 | a)Granular material |
| 35 | RCC Slab Culvert 2m Span - 2m height) - 2 Nos |
| 36 | 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.) |
| 37 | Ordinary soil |
| 38 | B Mechanical Means |
| 39 | (i) upto 3 m depth (without de-watering) |
| 40 | 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.) |
| 41 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 42 | Coursed rubble masonry (first sort ) |
| 43 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 44 | PCC Grade M20 |
| 45 | Height upto 5m |
| 46 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 47 | RCC Grade M20 |
| 48 | Using Concrete Mixer |
| 49 | For solid slab super-structure,20-30% of (a+b+c) |
| 50 | Height upto 5m |
| 51 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 52 | 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 |
| 53 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 54 | a)Granular material |
| 55 | RCC Slab Culvert 4m Span - 4m height - 1 Nos |
| 56 | 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.) |
| 57 | Ordinary soil |
| 58 | B Mechanical Means |
| 59 | (i) upto 3 m depth (without de-watering) |
| 60 | 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.) |
| 61 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 62 | Coursed rubble masonry (first sort ) |
| 63 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 64 | PCC Grade M20 |
| 65 | Height upto 5m |
| 66 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 67 | RCC Grade M20 |
| 68 | Using Concrete Mixer |
| 69 | For solid slab super-structure,20-30% of (a+b+c) |
| 70 | Height upto 5m |
| 71 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 72 | 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 |
| 73 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 74 | a)Granular material |
| 75 | RCC Slab Culvert 6m Span - 4m height - 2 Nos |
| 76 | 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.) |
| 77 | Ordinary soil |
| 78 | B Mechanical Means |
| 79 | (i) upto 3 m depth (without de-watering) |
| 80 | 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.) |
| 81 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 82 | Coursed rubble masonry (first sort ) |
| 83 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 84 | PCC Grade M20 |
| 85 | Height upto 5m |
| 86 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 87 | RCC Grade M20 |
| 88 | Using Concrete Mixer |
| 89 | For solid slab super-structure,20-30% of (a+b+c) |
| 90 | Height upto 5m |
| 91 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 92 | 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 |
| 93 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 94 | a)Granular material |
| 95 | SH-5: PROTECTION WORKS- RETAINING WALL |
| 96 | ( SH: Retaining Wall 4.00 Height 10.00 Length) |
| 97 | 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.) |
| 98 | Ordinary soil |
| 99 | B Mechanical Means |
| 100 | (i) upto 3 m depth (without de-watering) |
| 101 | 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.) |
| 102 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 103 | Random Rubble Masonry |
| 104 | Dry rubble Flooring |
| 105 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 106 | Granular material |
| 107 | Providing weep holes in brick masonary /plain/ reinforced concrrete abutment, W/wall/ R/wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V : 20H towards drawing face complete as per drawing and technical specification. |
| 108 | PROTECTION WORKS - Breast Wall 3.00 mtr Height 10.00 mtr Length - 20 Mtr |
| 109 | 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.) |
| 110 | Ordinary soil |
| 111 | Manual Means |
| 112 | upto 3 m depth |
| 113 | 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.) |
| 114 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 115 | Random Rubble Masonry |
| 116 | Dry rubble Flooring |
| 117 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 118 | Granular material |
| 119 | Providing weep holes in brick masonary /plain/ reinforced concrrete abutment, W/wall/ R/wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V : 20H towards drawing face complete as per drawing and technical specification. |
| 120 | SH6:-BaileyBridge |
| 121 | Sub Head :BRIDGE ABUTMENTS |
| 122 | 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.) |
| 123 | Ordinary soil |
| 124 | Mechanical Means |
| 125 | Depth upto 3 m (without de-watering) |
| 126 | 3 m to 6 m depth (with de-watering) |
| 127 | Above 6 m depth (with de-watering) |
| 128 | Ordinary rock (not requiring blasting) |
| 129 | Mechanical Means |
| 130 | Depth upto 3 m ( with de-watering) |
| 131 | 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.) |
| 132 | Plain/Reinforced cement concrete in foundation complete as per drawing and technical specifications. |
| 133 | RCC Grade M25(a) Using concrete mixer. |
| 134 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. |
| 135 | RCC Grade M25 |
| 136 | (p) Height upto 5m |
| 137 | (a) Using concrete mixer. |
| 138 | (q) Height 5m to 10m |
| 139 | Case I Using concrete Mixer |
| 140 | Supplying,fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 141 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. |
| 142 | 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. |
| 143 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. |
| 144 | Granular material |
| 145 | Sub Head- WING WALLS |
| 146 | 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.) |
| 147 | Ordinary soil |
| 148 | Mechanical Means |
| 149 | Depth upto 3 m (without de-watering) |
| 150 | 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.) |
| 151 | Stone masonry work in cement mortar 1:3 in foundation complete asper drawing and Technical Specification |
| 152 | (b) Random Rubble Masonry |
| 153 | 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 |
| 154 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
AI Tender Summary
Tender Timeline
Nov 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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