Maintenance Of Road From Aa Road Near 82 Mile Satsang Ashram To 82 Mile S B School Via Shambabu Para From Ch 1 . 00 Km To Ch 1 . 25 Km Total Length Of Road 1 . 5 Km Under Kumarghat Sub Division During The Year 2019 20 Sh Patch Soling , Metalling , Ca
Tender Value
13.46 Lakhs
Estimated cost
Bid Submission
04 Aug 2020
0 days left
EMD
13465
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kumarghat → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
maintenance Of Road From Aa Road Near 82 Mile Satsang Ashram To 82 Mile S B School Via Shambabu Para From Ch 1 . 00 Km To Ch 1 . 25 Km Total Length Of Road 1 . 5 Km Under Kumarghat Sub Division During The Year 2019 20 Sh Patch Soling , Metalling , Carpeting Seal C
BOQ
| Name of Work:Mtc. of road from AA road near 82 Mile Satsang Ashram to 82 mile S.B. school via shambabu para from Ch. 1.00 Km to Ch. 1.25 Km(Total Length of road - 1.50 Km) Km under Kumarghat Sub-division during the year 2019-20/SH: Patch soling, metalling, carpeting, seal coat,etc.(Gr. I) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Granular Sub-base with well graded material(Table 400.1) (A) By mix in place method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401 (ii) For Grading II material | BI01010001010000000000000515BI0100001113 | 43.75 | Cum |
| 2 | 2 | Flat Brick soling Providing 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. | BI01010001010000000000000515BI0100001114 | 105 | sqm |
| 3 | 3 | Providing and laying brick edging laid lengthwise 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. | BI01010001010000000000000515BI0100001115 | 60 | m |
| 4 | 4 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 1' as per MoRD Technical Specification Clause 404. | BI01010001010000000000000515BI0100001116 | 68.25 | Cum |
| 5 | 5 | Providing and applying tack coat with 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. | BI01010001010000000000000515BI0100001117 | 910 | sqm |
| 6 | 6 | 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 Viscosity 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. | BI01010001010000000000000515BI0100001118 | 910 | sqm |
| 7 | 7 | 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. A) By Manual Means Case - IV : Type D (premix with fine sand) Bitumen (60/70 Grade) VG-30 | BI01010001010000000000000515BI0100001119 | 910 | sqm |
| 8 | 8 | Surface Drains Construction 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 .i. Surface Drains in ordinary soil A. Manual Means | BI01010001010000000000000515BI0100001120 | 400 | m |
| 9 | 9 | 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. | BI01010001010000000000000515BI0100001121 | 500 | sqm |
AI Tender Summary
Tender Timeline
Jul 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 04, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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