Improvement Of Road From Nh-13 To Rkm School, Helipad, Tapoputung, Roterome, Naraba, Kamasow, Pakkeali At Lumdung Village, East Kameng District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Mar 2024
0 days left
EMD
3.96 Lakhs
Bank guarantee accepted
Document Fee
1500
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
Improvement Of Road From Nh-13 To Rkm School, Helipad, Tapoputung, Roterome, Naraba, Kamasow, Pakkeali At Lumdung Village, East Kameng District
BOQ
| Sl. No. | Item Description |
| 1 | SH : RCC Slab culvert 2.00 mtr span. |
| 2 | 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) |
| 3 | Ordinary soil |
| 4 | Manual Means |
| 5 | upto 3 m depth |
| 6 | Ordinary Rock ( not requiring blasting) |
| 7 | Manual Means |
| 8 | upto 3 m depth |
| 9 | 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.) |
| 10 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 11 | PCC Grade M15 |
| 12 | Height upto 5m |
| 13 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 14 | RCC Grade M20 |
| 15 | Using Concrete Mixer |
| 16 | For T-beam & slab,25-35% of (a+b+c) |
| 17 | Height upto 5m |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 19 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification |
| 20 | Square Rubble Coursed rubble masonry( first sort ) |
| 21 | Random Rubble Masonry |
| 22 | 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 |
| 23 | Plastering with Cement mortar (1 : 3)in super structure as per Technical specifications |
| 24 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 25 | Granular material |
| 26 | 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 |
| 27 | Loading and Unloading of Cement, steel or bitumen by Manual Means and stacking. |
| 28 | Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of matreials by tipper excluding cost of lading, unloading and stacking |
| 29 | Sand ( from quarry to ste of work )- |
| 30 | a) Surfaced Road |
| 31 | b) Un -surfaced Gravel Road |
| 32 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 33 | Aggregate and boulders ( from quarry to ste of work )- |
| 34 | a) Surfaced Road |
| 35 | b) Un -surfaced Gravel Road |
| 36 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 37 | Cement, steel & bitumen (from Seppa to site of work) - |
| 38 | a) Surfaced Road |
| 39 | b) Un -surfaced Gravel Road |
| 40 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 41 | SH:- Retaining Wall 3.00 mtr height |
| 42 | 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) |
| 43 | Ordinary soil |
| 44 | Manual Means |
| 45 | upto 3 m depth |
| 46 | Ordinary Rock ( not requiring blasting) |
| 47 | Manual Means |
| 48 | upto 3 m depth |
| 49 | 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.) |
| 50 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification |
| 51 | Square Rubble Coursed rubble masonry( first sort ) |
| 52 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 53 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 54 | Granular material |
| 55 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 56 | Loading and Unloading of Cement by Manual Means and stacking. |
| 57 | Cost of Haulage Excluding Loading and Unloading |
| 58 | Sand ( from quarry to ste of work )- |
| 59 | a) Surfaced Road |
| 60 | b) Un -surfaced Gravel Road |
| 61 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 62 | Aggregate and boulders ( from quarry to site of work )- |
| 63 | a) Surfaced Road |
| 64 | b) Un -surfaced Gravel Road |
| 65 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 66 | Cement, steel & bitumen ( from Tezpur to site of work ) - |
| 67 | a) Surfaced Road |
| 68 | b) Un -surfaced Gravel Road |
| 69 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 70 | SH:- Breast Wall 3.00 mtr height. |
| 71 | 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) |
| 72 | a)Ordinary soil |
| 73 | Manual Means |
| 74 | upto 3 m depth |
| 75 | b)Ordinary Rock ( not requiring blasting) |
| 76 | Manual Means |
| 77 | upto 3 m depth |
| 78 | 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.) |
| 79 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification |
| 80 | Square Rubble Coursed rubble masonry( first sort ) |
| 81 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 82 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification |
| 83 | Granular material |
| 84 | Loading and Unloading of Stone Boulder/Stoneaggregates/Sand/ Kanker/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 85 | Loading and Unloading of Cement by Manual Means and stacking. |
| 86 | Cost of Haulage Excluding Loading and Unloading |
| 87 | Sand ( from quarry to ste of work )- |
| 88 | a) Surfaced Road |
| 89 | b) Un -surfaced Gravel Road |
| 90 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 91 | Aggregate and boulders ( from quarry to ste of work )- |
| 92 | a) Surfaced Road |
| 93 | b) Un -surfaced Gravel Road |
| 94 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 95 | Cement, steel & bitumen ( from Bhalukpong to site of work ) - |
| 96 | a) Surfaced Road |
| 97 | b) Un -surfaced Gravel Road |
| 98 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 99 | Pavement |
| 100 | Preparatory Works for Concreting |
| 101 | Preparation of geometrically improved Sub grade / Sub base after clearing of all debris, shoulders, undulation, removal of existing obstructions, resorting rain cuts, clearance of soil, bushes / branches and under growth and preparing sub grade / sub- base for providing a ready made surface for concreting works. |
| 102 | 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) (iii) for grading- II Material |
| 103 | Laying of Concrete |
| 104 | Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.) |
| 105 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing) |
| 106 | Manufacture of Ready Mix Concrete |
| 107 | Rolled Cement Concrete Base : Ready mixed concrete manufactured in fully automatic batching plant for base course with coarse and fine aggregate conforming toIS 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio 15:1 and minimum content of 200 kg/cum, aggregate grading to be table 600-4 after blending,mixing in plant at optimum moisture content to achieve thedesigned flexural strength. |
| 108 | Cement Concrete Pavement : Ready mixed concrete manufactured in fully automatic batching plant with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design. |
| 109 | Transportation of Ready MixedConcrete |
| 110 | SH :- CCDrain |
| 111 | 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) |
| 112 | Ordinary soil |
| 113 | Manual Means |
| 114 | upto 3 m depth |
| 115 | Ordinary Rock ( not requiring blasting) |
| 116 | Manual Means |
| 117 | upto 3 m depth |
| 118 | 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.) |
| 119 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 120 | PCC Grade M15 |
| 121 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 122 | a) Foundations and plinth. |
| 123 | Plastering with cement mortar 1:3 on brick work in sub-structure as per technical specifications |
| 124 | Neat cement punning. |
| 125 | Loading and Unloading of Stone Boulder/ Stoneaggregates/Sand/Kanker/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads. |
| 126 | Loading and Unloading of Cement, steel or bitumen by Manual Means and stacking. |
| 127 | Cost of Haulage Excluding Loading and Unloading |
| 128 | Sand ( from quarry to ste of work )- |
| 129 | a) Surfaced Road |
| 130 | b) Un -surfaced Gravel Road |
| 131 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 132 | Aggregate and boulders ( from quarry to ste of work )- |
| 133 | a) Surfaced Road |
| 134 | b) Un -surfaced Gravel Road |
| 135 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
| 136 | Cement, steel & bitumen ( from Seppa to site of work ) - |
| 137 | a) Surfaced Road |
| 138 | b) Un -surfaced Gravel Road |
| 139 | c) Katcha Track and Track in river bed / nallah bed and choe bed. |
AI Tender Summary
Tender Timeline
Feb 23, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 04, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 05, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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