Re-Construction Of Sassoni Ali Ch . 2000 . 00 M To 5000 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Chabua , Duliajan And Naharkatia Territorial Road Division , Duliajan - Naharkatia Lac . Re-Construction Of Sassoni Ali Ch . 2000 . 00 M
Tender Value
1.04 Crore
Estimated cost
Bid Submission
11 Jun 2020
0 days left
EMD
2.10 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Naharkatia → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re-Construction Of Sassoni Ali Ch . 2000 . 00 M To 5000 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Chabua , Duliajan And Naharkatia Territorial Road Division , Duliajan - Naharkatia Lac . Re-Construction Of Sassoni Ali Ch . 2000 . 00 M To 5000 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Chabua , Duliajan And Naharkatia Territorial Road Division , Duliajan - Naharkatia Lac . Please Refer Tender Document .
BOQ
| Name of Work: Re-construction of Sassoni Ali (Ch. 2000.00 m to 5000.00 m) under SOPD-G for the Year 2019-20 under PWRD, Chabua, Duliajan & Naharkatia Territorial Road Division, Duliajan - Naharkatia LAC. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing Road Land .(Clearing andgrubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness .\nBy Manual Means: A. In area of light jungle | 0.9 | Hect | |
| 2 | 2 | Scarifying existing bituminous surface to a sqm 11.00 depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) | 12925 | sqm | |
| 3 | 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1. \n(i) Private Land | 527.04 | cum | |
| 4 | 4 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nii) for grading- II Material | 80.82 | cum | |
| 5 | 5 | Water Bound Macadam (Providing, laying, spreading and Compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate, watering and compacting to the reqd.density ( with an initial lead of 5.0 km.) \nA) By Manual Means III) WBM Grading III Using stone screening Type-B 11.2 mm for Gr.III\n | 331.15 | cum | |
| 6 | 6 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) With bitumen emulsion-CSS-1 sqm 47.00 ( IS-8887-2004 ) | 12925 | sqm | |
| 7 | 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) \n(I) With Bitumen emulsion CSS-1h \n(b) Dry & hungry bituminous surface | 12925 | sqm | |
| 8 | 8 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nA. With hydrated lime/ cement as filler ( refer table 500-9 of MoSRT&H specification) \nI. with 60/70 or VG-30 grade bitumen for Grading-II(13 mm nominal size) | 517 | cum | |
| 9 | 9 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical specification clause 801.\n\ni) 600 mm equilateral traingle | 4 | Each | |
| 10 | 10 | \nii) 600 mm circular | 4 | Each | |
| 11 | 11 | \niv) 600 mm x 450 mm rectangular | 4 | Each | |
| 12 | 12 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical specification clause 1701. | 2.4 | sqm | |
| 13 | 13 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | 616.88 | sqm |
AI Tender Summary
Tender Timeline
May 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 11, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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