Fdr Of Different Road I Madhan Mohan Palli To Ludhua Road Ii Manikgarh Road Iii Harinarayanpur Road Under The Jurisdiction Of Sabroom Pwd R And B Sub Division During The Year 2019 2020 Sh Removation Of Land Slips Rain Cuts , Patch Mettalling Patch Car
Tender Value
7.03 Lakhs
Estimated cost
Bid Submission
19 Nov 2019
0 days left
EMD
7031
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sabroom → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Fdr Of Different Road I Madhan Mohan Palli To Ludhua Road Ii Manikgarh Road Iii Harinarayanpur Road Under The Jurisdiction Of Sabroom Pwd R And B Sub Division During The Year 2019 2020 Sh Removation Of Land Slips Rain Cuts , Patch Mettalling Patch Car
BOQ
| Name of Work: FDR of different road (i) Madhan Mohan Palli to Ludhua road (ii) Manikgarh road (iii) Harinarayanpur road under the jurisdiction of Sabroom PWD (R&B) Sub-division during the year 2019-20/ SH: Removation of Land slips,rain cuts,patch Mettalling , Patch Carpatting etc. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Removal of Unsuitable Soil with Disposal upto 1000 m\nRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11. | BI01010001010000000000000515BI0100001113 | 214.83 | Cum |
| 2 | 2 | Excavation in Cutting in Soil by manual means with lead upto 50 m\nExcavation 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.\n | BI01010001010000000000000515BI0100001114 | 54.6 | Cum |
| 3 | 3 | 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.\n | BI01010001010000000000000515BI0100001115 | 25.65 | Cum |
| 4 | 4 | Surface Drains in Soil\nConstruction of unlined surface drains of average crosssectional 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.\n(A) Manual Means.\n | BI01010001010000000000000515BI0100001116 | 550.5 | Mtr. |
| 5 | 5 | Providing close bamboo toe walling consisting of 65 mm to 75 mm diameter bamboos driven 900 mm below ground and 900 mm above ground at 150 mm C/C and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting.\n | BI01010001010000000000000515BI0100001117 | 25.75 | Running Mtr. |
| 6 | 6 | Providing and fitting, fixing double layer split muli bamboo tatti lining in position as per drawing and specification. | BI01010001010000000000000515BI0100001118 | 23.18 | Sqm |
| 7 | 7 | Maintenance of bituminous surface road using Jhama brick aggregate\nRepair 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. | BI01010001010000000000000515BI0100001119 | 3.611 | Cum |
| 8 | 8 | 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. | BI01010001010000000000000515BI0100001120 | 280 | Nos |
| 9 | 9 | Turfing with sods \nFurnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309.\n | BI01010001010000000000000515BI0100001121 | 57.95 | Sqm |
| 10 | 10 | Flat Brick soling\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. | BI01010001010000000000000515BI0100001122 | 68.65 | Sqm |
| 11 | 11 | 1) WBM Grading 3 :\nProviding, laying, spreading and compacting 63 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand picking rolling with three wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate , watering and compacting to the required density Grading 2 as per MoRD Technical Specification Clause 405. (A) By manual means | BI01010001010000000000000515BI0100001123 | 57.72 | Cum |
| 12 | 12 | Tack Coat: \nII) Tack Coat Using hot straight run bitumin of grade VG-30 on W.B.M Providing and applying tack coat Using hot straight run bitumin of grade VG-30 including heating the bitumen, spreaying the bitumen cleaning and preparing the existing road surface as per Specification on W.B.M @ 0.75 kg/sqm. | BI01010001010000000000000515BI0100001125 | 834.83 | Sqm |
| 13 | 13 | 20mm thick open –graded premix carpet using Bituminous (penetration grade / Modified bitumen) binder.\nProviding & laying rolling of open –graded carpet of 200mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen of emulsion to required line, grade & level to serve as wearing course on a previously prepared base in/c. mixing in a suitable plants, laying & rolling with a three wheel 80-100km static roller capacity, finished to required level & grades to be followed by seal coat of either type A or type B C or type D as per MoRD technical specification clauses 508. \n1) By Manual means Means.\nI) Bitumen VG-30 | BI01010001010000000000000515BI0100001126 | 834.83 | Sqm |
| 14 | 14 | Seal Coat\nProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510.\n1) By Manual Means.\nCase-iv : Type D ( Premix with fine sand )\nI) Bitumen VG-30 | BI01010001010000000000000515BI0100001127 | 834.83 | Sqm |
AI Tender Summary
Tender Timeline
Oct 30, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 22, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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