Maintenance Of Road From Andharcherra To Panisagar Bsf Camp Road Via Kaipaiya Road For The Year 2020 21 ( L 12 . 95 Km ) Sh Patch Metalling , Patch Carpeting , Seal Coat Road Side Drain , Retaining Wall Gunny Bag Etc .
Tender Value
22 Lakhs
Estimated cost
Bid Submission
04 May 2020
0 days left
EMD
22005
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pecharthal → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance Of Road From Andharcherra To Panisagar Bsf Camp Road Via Kaipaiya Road For The Year 2020 21 ( L 12 . 95 Km ) Sh Patch Metalling , Patch Carpeting , Seal Coat Road Side Drain , Retaining Wall Gunny Bag Etc .
BOQ
| Name of Work: Maintenance of road from Andhercherra to Panisagar BSF camp road via Kaipaiya road for the year 2020-21 (L= 12.95 KM). SH: Patch Metalling, Patch Carpeting, Seal Coat, Road Side drain, Retaining Wall, Gunny bag etc. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild\nvegetation , grass, bushes, shrubs,saplings and trees of\ngirth upto 300 mm , removal of stumps of such trees cut\nearlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.\n(II) By Mechanical Means\n(A) In area of non-thorny jungle | 1 | hec | |
| 2 | 2 | Stripping excess soil from the shoulder surface to achieve the approved level &compacting with plate compactor at OMC as per drawing & MoRD Technical specification clause 1903 | 658.25 | sqm | |
| 3 | 3 | WBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405.\n(A) By Manual Means | 38.44 | cum | |
| 4 | 4 | Tack Coat.\nTack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | 512.53 | sqm | |
| 5 | 5 | 20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder\nProviding , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.\nCase - I : By Mechanical Means.\ni) Bitumen (VG-30) | 512.53 | sqm | |
| 6 | 6 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.\nCase - IV : Type D (premix with fine sand)\ni) Bitumen(60/70 Grade) (VG-30)\n | 512.53 | sqm | |
| 7 | 7 | Surface Drains\nConstruction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.\n(i) Surface Drains in Ordinary Soil\n(B) Mechanical Means | 810 | m | |
| 8 | 8 | Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. | 2000 | nos | |
| 9 | 9 | Excavation for structure A. Without dewatering. Earthwork in excavation for structure as per drawing and MoRD Technical Specificaion Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. 1) Ordinary Soil i) Upto 3m depth | 72 | cum | |
| 10 | 10 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 Sand filling | 10.8 | cum | |
| 11 | 11 | Providing concrete for plain concrete ( using jhama brick aggregate) in open foundation complete including formwork as per drawing & MoRD technical specification Clauses 802, 803, 900, 1202 and 1203. ( including centering, shuttering staging etc. but excluding reinforcement ) - P.C.C grade M10 (using jhama brick aggregate)i) Normal mix (1:3:6) | 10.8 | cum | |
| 12 | 12 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)(III) P.C.C grade M20 (1:2:4) (Nominal mix)i) upto 5 m height | 107.25 | cum | |
| 13 | 13 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | 21.6 | cum | |
| 14 | 14 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | 1.073 | T | |
| 15 | 15 | Providing weepholes in brick masonry/ stone masonry , plain/ reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 100 mm OD of 6.0 kg/ cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specifiction clauses 614, 709, 1204.3.7 | 140 | Nos |
AI Tender Summary
Tender Timeline
Apr 09, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMay 04, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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