Construction Of Gar Ali To Phukonar Chuk Under Teok And Mariani Territorial Road Division Under Sopd-G For The Year 2020-21 , Mariani Lac . Pkg . No . Sopd-G/2020-21/Tmtrd/Mar/07
Tender Value
1.19 Crore
Estimated cost
Bid Submission
16 Dec 2020
0 days left
EMD
2.39 Lakhs
Bank guarantee accepted
Document Fee
2400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mariani → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Gar Ali To Phukonar Chuk Under Teok And Mariani Territorial Road Division Under Sopd-G For The Year 2020-21 , Mariani Lac . Pkg . No . Sopd-G/2020-21/Tmtrd/Mar/07
BOQ
| Name of Work: Construction of Gar Ali to Phukonar Chuk under Teok and Mariani Territorial Road Division under SOPD-G for the year 2020-21, Mariani LAC. Pkg.No. SOPD-G/2020-21/TMTRD/MAR/07 | |||||
|---|---|---|---|---|---|
| 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 \n | 0.84 | Hact-m | |
| 2 | 2 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.\n(i) Private Land\n | 2644.57 | Cum | |
| 3 | 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.\n(i) Private Land\n | 929.6 | Cum | |
| 4 | 4 | Construction of granular sub-base by providing coarse 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( with an initial lead of 5 Km.)\ni) for Gr. II material | 664.22 | Cum | |
| 5 | 5 | 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. Gr.III\n | 398.53 | Cum | |
| 6 | 6 | Providing and laying inter locking concrete block pavement having thickness 80 mm as per technical specification clause 1504\n(Including cost of edge restrain wall).\n | 5313.75 | Sqm | |
| 7 | 7 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc.\n(II) Ordinary Kilometer stone (Precast) | 2 | Nos | |
| 8 | 8 | III) 200 M stone (Precast) | 5 | Nos | |
| 9 | 9 | 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 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 level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n(ii) 60cm equilateral traingle | 2 | Nos | |
| 10 | 10 | ii) 60cm Circular | 2 | Nos | |
| 11 | 11 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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. In ordinary soil\n Upto 3 m depth | 88.464 | cum | |
| 12 | 12 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802, 803, 1202 & 1203.\nA. With crushed stone.\nPCC Grade M10, Nominal Mix 1: 3: 6 | 18.252 | cum | |
| 13 | 13 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)600 mm dia | 22.5 | Rm | |
| 14 | 14 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203\nA)Brick masonry in 1:3 cement mortar | 33.332 | cum | |
| 15 | 15 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204\nA)Brick masonry in 1:3 cement mortar\n | 40.613 | cum | |
| 16 | 16 | Plastering with Cement Mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification\ntechnical specification cl. 613.4 & 1204 | 92.844 | sqm | |
| 17 | 17 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)600 mm dia | 7.5 | Rm |
AI Tender Summary
Tender Timeline
Dec 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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