Re-Construction To Khowang Senimari Road ( Ch . 2200 . 00 M To 4900 . 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
1.79 Crore
Estimated cost
Bid Submission
16 Jul 2020
0 days left
EMD
3.59 Lakhs
Bank guarantee accepted
Document Fee
5100
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 Khowang Senimari Road ( Ch . 2200 . 00 M To 4900 . 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 Khowang Senimari Road (Ch. 2200.00 m to 4900.00 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 | Maintenance of Earthen shoulder (filling with fresh selected soil)\nMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 5400 | Sqm | |
| 2 | 2 | Construction 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 Technical Specification Clause 301.5\n i Private Land | 400 | Cum | |
| 3 | 3 | GSB\nBy 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.)\n(ii) for grading- II Material | 82.5 | Cum | |
| 4 | 4 | 2) WBM Grading 2\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/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.\n(A) By Manual Means | 61.88 | cum | |
| 5 | 5 | 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 | 966.53 | cum | |
| 6 | 6 | 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.) | 15950 | Sqm | |
| 7 | 7 | 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 | 14850 | 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 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.) | 594 | cum | |
| 9 | 9 | 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 | 1225 | Sqm | |
| 10 | 10 | 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. | 1960 | each | |
| 11 | 11 | CD WORKS:\n\nEarthwork in excavation for structures as per drawing and Technical Specifications Clause 305.1 including settingout, consyruction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50 m ,dressing of sides and bottom and backfilling in trenches with excavated suitable material.\n(I) Ordinary soil upto 3.00 m depth | 224 | Cum | |
| 12 | 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802,803,1202&1203 \nA. With crushed stone(I) PCC grade M10,Nominal mix 1:3:6 | 15.2 | Cum | |
| 13 | 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802,803,1202&1203A. With crushed stone(II) PCC grade M20,Nominal mix 1:2:4 | 250 | Cum | |
| 14 | 14 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/ THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.44 | Ton | |
| 15 | 15 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Technical Specification Clauses 614,709,1204.3.7 | 320 | each |
AI Tender Summary
Tender Timeline
Jul 10, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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