Construction Of Nh-37 To Medela T . E Taliali Ch . 0 . 00 M To 2000 . 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
1.84 Crore
Estimated cost
Bid Submission
10 Jun 2020
0 days left
EMD
3.68 Lakhs
Bank guarantee accepted
Document Fee
5200
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
Construction Of Nh-37 To Medela T . E Taliali Ch . 0 . 00 M To 2000 . 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: Construction of NH-37 to Medela T.E (Taliali) (Ch. 0.00 m to 2000.00 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0\ni) By Manual Means\nA) In area of non-thorny jungle | 0.45 | Hect | |
| 2 | 2 | Removing all types of Hume pipes and stacking within a lead of 1000 m including eartwork and dismantling of masonry works as per technical Specification Clause 202. \n( C ) Above 600 mm to 900mm dia Hume Pipe | 7.5 | Rm | |
| 3 | 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres.\nII. By Mechanical Means A) Cement Concrete Grade M-15 & M-20 | 8.1 | cum | |
| 4 | 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 105m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 \n(i) Private Land | 5382.76 | cum | |
| 5 | 5 | 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 | 1645.65 | cum | |
| 6 | 6 | 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 compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401.\nii) For Grading II Material | 958.594 | cum | |
| 7 | 7 | 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 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. \nB) With Gr. III metal | 575.156 | cum | |
| 8 | 8 | i) Providing and laying inter locking concrete block pavement (M 40) having thickness 80 mm as per technical specification clause 1504 including carriage \na) Including Edge block/ Edge restraints | 7668.75 | sqm | |
| 9 | 9 | Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2\n\ni) 60 cm equilateral traingle | 6 | Each | |
| 10 | 10 | \nii) 60 cm circular | 4 | Each | |
| 11 | 11 | 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 fixed on an angle iron of 25x25x4mm 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 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) | 1.5 | sqm | |
| 12 | 12 | 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 | 400 | sqm | |
| 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. | 800 | sqm | |
| 14 | 14 | Box culvert:\n\nExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nI.Ordinary soil\nA.Manual Means (I) Without dewatering\n(i)upto 3 m depth | 32.17 | cum | |
| 15 | 15 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 4.09 | cum | |
| 16 | 16 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.\n'N)Without plasticiser\nC (I)RCC Grade M20\nCase I :-Using Concrete Mixer | 9.52 | cum | |
| 17 | 17 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.\nN) Without Plasticiser\nA) RCC Grade M20 Case I :-Using Concrete Mixer\n(i)For solid slab super-structure (a)Height upto 5m | 6.82 | cum | |
| 18 | 18 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to b IS:1786 Fe500D reinforcement in super-structure including splicing complete as per drawing and technical specifications \n(a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/ Esser Steel/Jindal Panther steel/ Shyam steel or equivalent) | 2.1 | MT | |
| 19 | 19 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 1.41 | cum | |
| 20 | 20 | 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 foce. Complete as per drawing and Technical specification. | 30 | Nos | |
| 21 | 21 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (a) Granular material | 5.06 | cum |
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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