Re-Construction To Kukhal Nagar Road Ch . 0 . 00 M To 800 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Dibrugarh , Lahowal , Moran And Tingkhong Territorial Road Division , Dibrugarh - Moran Lac .
Tender Value
51.36 Lakhs
Estimated cost
Bid Submission
10 Jun 2020
0 days left
EMD
1.02 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Moran → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re-Construction To Kukhal Nagar Road Ch . 0 . 00 M To 800 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Dibrugarh , Lahowal , Moran And Tingkhong Territorial Road Division , Dibrugarh - Moran Lac .
BOQ
| Name of Work: Re-construction to Kukhal Nagar Road (Ch. 0.00 m to 800.00 m) under SOPD-G for the Year 2019-20 under PWRD, Dibrugarh, Lahowal, Moran & Tingkhong Territorial Road Division, Dibrugarh - Moran LAC. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. \n(I) By Manual Means (A) In area of non thorny jungle | 0.26 | Hect | |
| 2 | 2 | .Excavation in soil using Hydraulic excavator CK 90 and Tippers With disposal upto 1000m.(Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades, and cross sections loading and disposal of cut road with in all lifts and leads upto 1000m) | 663 | cum | |
| 3 | 3 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(ii) For Grading II Material | 390 | cum | |
| 4 | 4 | 3) WBM Grading 3\nUsing stone screening Type-B 11.2 mm for Gr.III \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. \n(A) By Manual Means | 245.425 | cum | |
| 5 | 5 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.0 kg/sqm using mechanical means.(including cost of testing of materials at site and laboratory as directed by the deptt.) | 2600 | Sqm | |
| 6 | 6 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 | 5600 | Sqm | |
| 7 | 7 | 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 up to initial lead of 5.0 km from quarry and 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.) | 168 | cum | |
| 8 | 8 | 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 | 200 | Sqm | |
| 9 | 9 | Retro reflective Traffic sign : Providing and fixing of retro-reflectorised cautionary, mandatory and 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 an iron angle of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and sign. (All the steel works must be TATA/Sail/or any other approved brand) \n\n(iii) 60 cm circular | 2 | each | |
| 10 | 10 | \n(iv) 80cmm x 60 cm rectangular | 2 | each | |
| 11 | 11 | Direction and place identification sign upto 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 not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported 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 45cm x 45cm x 60cm, 60cm below ground levelas per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved\nbrand) | 1 | Sqm | |
| 12 | 12 | Kilo Meter Stone : Reinforced cement concrete M15 grade kilometer stone/locak stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703. \nii) Ordinary kilometer stone (precast | 2 | each | |
| 13 | 13 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance | 266.667 | each |
AI Tender Summary
Tender Timeline
May 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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