Maintenance Of Road From Uk Main Road( Near Kakraban Boc) To Khushamura (S) Para (Algamura) (L=0.71 Km), Diversion Road At Charakmela (L=0.26Km) And Connection Between Melaghar Tilla To Embankment (L=0.070Km) Under Kakraban Pwd(R&B)Sub-Division /Sh: Subgr
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 May 2023
0 days left
EMD
97061
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kakraban → Tripura
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Maintenance Of Road From Uk Main Road ( Near Kakraban Boc ) To Khushamura ( S ) Para ( Algamura ) ( L=0.71 Km ) , Diversion Road At Charakmela ( L=0.26Km ) And Connection Between Melaghar Tilla To Embankment ( L=0.070Km ) Under Kakraban Pwd ( R&B ) Sub-Division / Sh: Subgrade, Pot Hole Repair, Metaling, Carpetting, Seal Coat, Protection Work, Hard Pavement And Others Allied Works Etc During The Year 2023-24.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. |
| 2 | Flat Brick SOLINGProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 3 | Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & Viscocity Graded bitumen (VG-30):Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in-Charge and all as per MoRD technical specification Clauses 1900, 502, 503 and 504. |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , Grading-I), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.(i) For Grading - I Material |
| 5 | WBM Grading - 3Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KNin stages to proper grade and camber, applying and brooming,binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405.By Manual means. |
| 6 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscosity grade/ modified bitumen) Binder:Providing , 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.By manual means Bitumen of VG-30 |
| 7 | Tack 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. |
| 8 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface: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 bituminous surface @ 0.50 Kg/ Sqm. |
| 9 | Seal Coat:Providing 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. Case - IV : Type D (premix with fine sand):Bitumen (60/70 Grade) VG-30 |
| 10 | Maintenance of Earthen shoulder (filling with fresh selected soil):Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903. |
| 11 | Maintenance of Earthen shoulder (Stripping of excess soil):Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. |
| 12 | Surface Drains : Construction of unlined surface drains of average cross-sectional area 0.4 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. i) Surface Drains in Ordinary Soil a) Manual means |
| 13 | Excavation for Structures(i)With dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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.Ordinary Soil(i) Upto 3 m depth |
| 14 | Filling in foundation trenches as per drawing & MoRD 1200 technical specification Clause 305.3.9, 1200.Sand filling |
| 15 | Providing concrete for plain/reinforced concrete inopen foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). a)P.C.C. grade M10 (i) Nominal mix 1:3:6 |
| 16 | Providing weepwholes in brick masonary/Stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe or PVC pipe ( 110mm OD of 6.0 kg/sqcm pressure ) extendind through the full width of the structures with slope of 1(V), 20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.37 |
| 17 | Providing concrete for plain concrete (using jhama brick 900 & aggregate) in open foundations complete including 1200 formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) b)P.C.C grade M 20 (using jhama brick aggregate)(i) Nominal mix (1:2:4) |
| 18 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202. |
AI Tender Summary
Tender Timeline
May 19, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 30, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 31, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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