Periodical Maintenance To Kerjoli,Sarabereni, Madhamunda,Jhanjiriberena, Dolia Chhaka Road For The Year 2019- 2020. From Ch-0/00Km. To Ch-0/800Km.
Tender Value
7.08 Lakhs
Estimated cost
Bid Submission
01 Jan 2020
0 days left
EMD
7100
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kamakhyanagar → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical Maintenance To Kerjoli, Sarabereni, Madhamunda, Jhanjiriberena, Dolia Chhaka Road For The Year 2019- 2020. From Ch-0 / 00Km. To Ch-0 / 800Km.
BOQ
| Name of Work: Periodical maintenance to Kerjoli,sarabereni, Madhamunda,jhanjiriberena, dolia chhaka Road For the year 2019- 2020. from Ch-0/00Km. to Ch-0/800Km. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres etc | BI01010001010000000000000515BI0100001113 | 2400 | Sqm |
| 2 | 2 | Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008. | BI01010001010000000000000515BI0100001114 | 679.32 | Cum |
| 3 | 3 | Providing laying and compacting graded stone agregate to Water Bound Macadum -II specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge . | BI01010001010000000000000515BI0100001115 | 229.5 | Cum |
| 4 | 4 | Providing laying and compacting graded stone agregate to Water Bound Macadum -III specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge . | BI01010001010000000000000515BI0100001116 | 229.5 | Cum |
| 5 | 5 | Providing & applying Primer Coat with Btumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm) | BI01010001010000000000000515BI0100001117 | 3060 | Sqm |
| 6 | 6 | Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm] | BI01010001010000000000000515BI0100001118 | 3060 | Sqm |
| 7 | 7 | Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using 14.60Kg per 10Sqm bitumen to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. | BI01010001010000000000000515BI0100001119 | 3060 | Sqm |
| 8 | 8 | Providing and laying 6mm thick precoated seal coat Type-C using 0.06cum of 6.7mm size chips as per sieve analysis and 6.8kg of bitumen per 10sqm including hire and running charges of PRR, hot mix plant tar and all labours and T &P etc. | BI01010001010000000000000515BI0100001120 | 3060 | Sqm |
| 9 | 9 | Fine dessing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of E-I-C. | BI01010001010000000000000515BI0100001121 | 1920 | Sqm |
| 10 | 10 | Construction of Embankment and earthen shoulders with approved materials obtained from borrow pits with all leads and lifts transporting to site, spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 | BI01010001010000000000000515BI0100001122 | 2500 | Cum |
AI Tender Summary
Tender Timeline
Dec 24, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 01, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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