Public Works Department-PWD has published Maintenance Of Different Road Under Amc Ward No 7 8 10 During The Year 2020 21 Sh Soling Patch Repairing Rubber Brush Sand Seal Coating Carpeting Seal Coating And Other Allied Works. Submission Date for this Tender is 05-05-2020. Road Work Tenders in AGARTALA Tripura. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 03-Apr-2020 | DATE | Date | 16-04-2020 |
| 2 | 16-Apr-2020 | DATE EXTENDED | Date | 05-05-2020 |
| 3 | 04-May-2020 | CORRIGENDUMM | Date | 05-05-2020 |
| Name of Work : Maintainance of different road under AMC Ward No-7, 8 & 10 during the year 2020-21/ SH: Soling, Patch repairing, Rubber brush sand seal coating ,Carpeting, Seal coating and other allied works. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.1 | Flat brick soling :--- \n\nProviding 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. | BI01010001010000000000000515BI0100001113 | 402.5 | Sqm |
| 2 | 1.2 | Brick on edge soling :--\n \nProviding and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | BI01010001010000000000000515BI0100001114 | 65.5 | Sqm |
| 3 | 1.3 | Maintenance of bituminous surface road using Jhama brick aggregate\n Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. | BI01010001010000000000000515BI0100001115 | 37.0046 | Cum |
| 4 | 1.4 | Sand seal coat on old bituminous road surface by applying Viscocity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge. | BI01010001010000000000000515BI0100001116 | 6608 | sqm |
| 5 | 1.5 | 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. | BI01010001010000000000000515BI0100001117 | 1291.5 | sqm |
| 6 | 1.6 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity 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 viscocity 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 \nI).Case - I : By Manual Means A) Bitumen of VG-30 | BI01010001010000000000000515BI0100001118 | 1291.5 | sqm |
| 7 | 1.7 | Seal Coat \n \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 \nA).By Manual Means I) Case - IV : Type D (premix with fine sand) a) Bitumen of VG-30 | BI01010001010000000000000515BI0100001119 | 1291.5 | sqm |
| 8 | 1.8 | 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. | BI01010001010000000000000515BI0100001120 | 1000 | sqm |
| 9 | 1.9 | Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9.1200 i) sand filling | BI01010001010000000000000515BI0100001121 | 41.25 | Cum |
| 10 | 2.1 | 60 mm thick factory made c.c interlocking paver block of M-30 grade\n \nProviding and lying 60 mm thick factory made cement concrete interlocking paver block of m30 grade made bby block making machine with strong vibratory compaction of approved size,design &shape laid in required colour and pattern over and including 50 mm thick compacted bed of sand ,filling the joints with fine sand etc. all complete as per specification and approved/ direction of engineer-in -charge. | BI01010001010000000000000515BI0100001122 | 275 | sqm |
| 11 | 2.2 | Supplying bamboo (1st class) 85 mm to 100 mm dia and making shoe with end tapered up to 300 mm from the bottom of the bamboo as per drawing and specification. | BI01010001010000000000000515BI0100001123 | 700 | mtr. |
| 12 | 2.3 | Handling and driving bamboo (1st class) 85 mm to 100 mm dia up to the length required by heavy hammer as per drawing and specification | BI01010001010000000000000515BI0100001124 | 400 | mtr. |
| 13 | 2.4 | Providing and fitting, fixing bamboo (1st class) 85 mm to 100 mm dia for horizontal, diagonal bracing, strut etc. with nails / spikes and binding wire (GI 2.0 mm) as per drawing and specification | BI01010001010000000000000515BI0100001125 | 100 | mtr. |
| 14 | 2.5 | Construction of Embankment with Material Obtained from Borrow Pits\n\nConstruction 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 10000 m as per MoRD Technical Specification Clause 301.5. | BI01010001010000000000000515BI0100001126 | 15 | Cum |
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