Tender For 7. Renewal/Periodical Repair Of Road From Lefunga Via Sb Centre To Dakma (Link No 025)(L 1.790Km) Under Sjtny Scheme
Tender Value
36.80 Lakhs
Estimated cost
Bid Submission
21 Sep 2023
0 days left
EMD
73617
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
Website
Contact Person
Address
Project Description
7. Renewal/Periodical Repair Of Road From Lefunga Via Sb Centre To Dakma (Link No 025)(L 1.790Km) Under Sjtny Scheme
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land:Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specificationclause 201. By Manual MeansIn area of non-thorny jungle |
| 2 | 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. |
| 3 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth ton site of emabankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requiremnets of lines,grades and cross-sections asper MoRD technical specification clause 302.3. |
| 4 | 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. |
| 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.(A) By Manual Means |
| 6 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical MeansScarifying Existing Bituminous Road Surface by Mechanical Means to a depth of 150 mm and disposal of scarified material with a lift upto 3m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4. |
| 7 | 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 |
| 8 | 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. |
| 9 | 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. |
| 10 | 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 |
| 11 | 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 |
| 12 | 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. |
| 13 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.Driven at least 900 mm below ground and 1200 mm above ground on average:- |
| 14 | Providing and constructing gabion structure for erosion control, river training works and protection works with wire crates of size 1.50m x 0.60m x 0.60m each divided into 1m compartments by cross netting, made from 4 mm galvanized steel wire @ 32 Kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist ,mesh size not exceeding 100mm x 100 mm , filled with mixed class brick bats, all loose ends to be securely tied with 4 mm galvanized steel wire as per drawing and MoRT & H Technical specification clause 2503.3. |
| 15 | 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. |
| 16 | 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) |
| 17 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compactingand proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 18 | 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 |
AI Tender Summary
Tender Timeline
Aug 31, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 22, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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