Public Works Department-PWD has published Improvement Of Road Starting From Radhanagar Bus Stand Near New Amc Ward Office12 To Abasan Quarter Complex Upto Rcc Box Cell At Radhanagar From Ch 0 Km To Ch Zero 182 Km Under Amc Ward No 12 During The Year 2019 2020 Sh Gsb Brick Work. Submission Date for this Tender is 17-02-2020. Road Work Tenders in AGARTALA Tripura. Bidders can get complete Tender details and download the document.
| Name of Work : Improvement of road starting from Radhanagar bus stand near new AMC Ward Office-12 to Abasan Quarter Complex upto under RCC box cell at Radhanagar from ch.0.00 Km to Ch.0.182. Km under AMC Ward No-12 during the year 2019-2020 / SH: GSB, Brick Work, WBM, Carpeting, Seal coat and other allied works. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.1 | Brick edging laid in full brick width \n Providing and laying brick edging 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 | 364 | Mtr. |
| 2 | 1.2 | Granular Sub-base with Well Graded Material (using jhama brick aggregate) (Table 400.1) (A)By Mix in Place Method.\n Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, as per Table:- 400.1, Grading-I), spreading in uniform layers with tractor with attachments or motor grader 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.\n(i) For Grading- I Material (Jhama brick aggregate) | BI01010001010000000000000515BI0100001114 | 115.115 | Cum. |
| 3 | 1.3 | WBM Grading - 3 \n Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in 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..\n(i) By Manual Means | BI01010001010000000000000515BI0100001115 | 75.08 | Cum. |
| 4 | 1.4 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.:---\n 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. | BI01010001010000000000000515BI0100001116 | 1051.05 | Sqm. |
| 5 | 1.5 | 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 i).Case - I : By Manual Means A) Bitumen of VG-30 | BI01010001010000000000000515BI0100001117 | 1051.05 | Sqm. |
| 6 | 1.6 | Seal Coat \n 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 \nI) Case - IV : Type D (premix with fine sand) \n a) Bitumen of VG-30 | BI01010001010000000000000515BI0100001118 | 1051.05 | Sqm. |
| 7 | 1.7 | Construction of Embankment with Material Obtained from Borrow Pits\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 1000 m as per MoRD Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001119 | 127.5 | Cum. |
| 8 | 1.8 | Excavation in Cutting in soil by manual means with lead upto 50 m. Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3. | BI01010001010000000000000515BI0100001120 | 112.5 | Cum. |
| 9 | 1.9 | A.Without dewatering:- \n Earthwork in excavation for structures as per drawing and MoRD technical specifications 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. \na) Ordinary Soil,\ni) Upto 3 m depth | BI01010001010000000000000515BI0100001121 | 344.32 | Cum. |
| 10 | 2.1 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. i) sand filling | BI01010001010000000000000515BI0100001122 | 32.28 | Cum. |
| 11 | 2.2 | Providing concrete for plain concrete (using jhama brick aggregate) in open 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) \n i ) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001123 | 32.28 | Cum. |
| 12 | 2.3 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. i) Brick masonry in 1:4 cement mortar | BI01010001010000000000000515BI0100001124 | 69.846 | Cum. |
| 13 | 2.4 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204. | BI01010001010000000000000515BI0100001125 | 728 | Sqm. |
| 14 | 2.5 | 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) \ni) R C C grade M 25 \n - upto 5 m height\n | BI01010001010000000000000515BI0100001126 | 4.8 | Cum. |
| 15 | 2.6 | 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. | BI01010001010000000000000515BI0100001127 | 0.528 | Tonne |
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