Periodical Maintenance For Rd Road From Larka To Mantritarai Road Under Boden Block In The District Of Nuapada For The Year 2019-20 .
Tender Value
22.12 Lakhs
Estimated cost
Bid Submission
03 Jan 2020
0 days left
EMD
22124
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
KHARIAR → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical Maintenance For Rd Road From Larka To Mantritarai Road Under Boden Block In The District Of Nuapada For The Year 2019-20 .
BOQ
| Name of Work: Periodical Maintenance for RD Road from Larka to Mantritarai Road under Boden Block in the District of Nuapada for the year 2019-20. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 | 17.5 | Cum | |
| 2 | 2 | Earth work in Hard Soil/Gravelly soil within 50m intial lead and 1.5m intial lift including all cost etc all complete. etc. complete as per direction of the Engineer-in-charge. | |||
| 3 | 2.1 | RCC | 90.56 | Cum | |
| 4 | 2.2 | Road | 262.5 | Cum | |
| 5 | 3 | Filling in foundation and plinth with sand waterwed and rammed incuding cost of labour and materials etc. complete as per direction of the EIC. | 13.84 | Cum | |
| 6 | 4 | Plain Cement concrete ( 1:3:6) with 4cm size hard granite metal per 1 cum etc complete as per direction of the EIC. | 18.88 | Cum | |
| 7 | 5 | Plain Cement Concrete in open foundation complete as per drawing and Techical Specification as per direction of the EIC. | 62.28 | Cum | |
| 8 | 6 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying etc complete as per direction of the EIC. | |||
| 9 | 6.1 | Deck Slab | 10.26 | Cum | |
| 10 | 6.2 | Abutment Cap | 4.07 | Cum | |
| 11 | 7 | R.C.C work of M-30 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying .Data for 15 cum etc complete as per direction of the EIC. | 3.42 | Cum | |
| 12 | 8 | Supplying, fitting and placing uncoated HYSD bar reinforcement completye as per drawing and technical specification directed by the EIC. | 15.34 | Qntl | |
| 13 | 9 | Providing Weep holes is brick masonary/plan/ Reinforced concrete abutment wing wall returing wall with 100mm dia Ac pipe,extending throuth thefull width of the structure drawing force complete as per drawing &Technical direction of the EIC | 54 | Nos | |
| 14 | 10 | Scarifying the existing Bituminous road surface to a Depth of 50mm ad disposal of Scarified materials with in all lifts and lead upto 1000m including all cost etc.all complete as per direction of Engineer-In-charge. | 1200 | Sqm | |
| 15 | 11 | Reworking the scarified bituminus surface suitably after supplementing the base materials with sand and compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th revision) | 1200 | Sqm | |
| 16 | 12 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specifications for Road & Bridge works(4th Revision) .including all cost , conveyance ,Royality,taxes etc all complete as per direction of Engineer-In-charge. | |||
| 17 | 12.1 | WBM Gr-II (with stone screening) | 65.63 | Cum | |
| 18 | 12.2 | WBM Gr-III (with stone screening) | 174.33 | Cum | |
| 19 | 13 | Moorum spreading in uniform layers all cost etc complete as per direction of the EIC. | 62.5 | Cum | |
| 20 | 14 | Flank dressing to proper camber including all cost etc. all complete. as per direction of Engineer-In-charge. | 3750 | Sqm | |
| 21 | 15 | Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision) | 1375.26 | Sqm | |
| 22 | 16 | Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision). | 3832 | Sqm | |
| 23 | 17 | Providing,laying and rolling 20mm thickness premix carpet using 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg of 60/70 penetration grade bitumen for 10sqm. including hand packing to proper camber and rolling with PRR including running and hire charges of PRR,Hot Mix plant,bitumen boilers and all other T&P articles inluding cost and convyance etc. all complete as per direction of the Engineer-in-Charge. | 68 | Sqm | |
| 24 | 18 | Construction of granular sub-base (Grade-III)by providing Well graded material,Spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Three Wheel 80-100KN static roller capacity to achieve the desired density, complete as per Technical specification clause 402 of MORD and as per the direction of the Engineer-in-charge. | 131.25 | Cum | |
| 25 | 19 | Providing,laying and rolling of semi dense bituminous concrete with batch type hot mix plant using crushed agreegate of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hotmix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled vibratory and tandom rollers to achive the desired compaction as per clause 508 of MoSRT&H Specifications for Road & Bridge Works(4th Revision). | 98.44 | Cum |
AI Tender Summary
Tender Timeline
Dec 28, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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