Construction Of Dighala Sonowal Namghar To Rly Line Connecting Road Ch . 0 . 00 M To 1000 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Chabua , Duliajan And Naharkatia Territorial Road Division , Duliajan - Naharkatia Lac .
Tender Value
78.49 Lakhs
Estimated cost
Bid Submission
11 Jun 2020
0 days left
EMD
1.57 Lakhs
Bank guarantee accepted
Document Fee
2200
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
Construction Of Dighala Sonowal Namghar To Rly Line Connecting Road Ch . 0 . 00 M To 1000 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Chabua , Duliajan And Naharkatia Territorial Road Division , Duliajan - Naharkatia Lac .
BOQ
| Name of Work: Construction of Dighala Sonowal Namghar to Rly line connecting road (Ch. 0.00 m to 1000.00 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 and grubbing 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. \ni) By Manual Means, B.In area of thorny jungle:- | 0.8 | Hect | |
| 2 | 2 | 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 | 2710.87 | cum | |
| 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 | 750 | cum | |
| 4 | 4 | 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 | 480.234 | 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. \nB) With Gr. III metal | 288.141 | cum | |
| 6 | 6 | 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 | 3841.88 | sqm | |
| 7 | 7 | HP CULVERT:\n\nEarthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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. | 85.88 | cum | |
| 8 | 8 | PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 5.42 | cum | |
| 9 | 9 | Bedding for pipe\n(ii) Type B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(ii) Granular Material\n | 7.32 | cum | |
| 10 | 10 | Providing & laying reinforced cement concrete 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\n(B) 1000 mm dia | 15 | Rm | |
| 11 | 11 | Stone Masonry work in cement mortar in foundation of Head walls complete as per drawing and technical specification clause 1109.\nA. In 1:4 cement mortar. | 55.3 | cum | |
| 12 | 12 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 | 31.21 | cum | |
| 13 | 13 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. \n \nII) Ordinary Kilometer stone (Precast) | 2 | Each | |
| 14 | 14 | \nIII) Hectometer stone (Precast) | 7 | Each | |
| 15 | 15 | A. Retro reflectorised Traffic sign: \nProviding and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post of 75x75x6mm 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 Technical specification clause 801.\n\ni) 60 cm equilateral traingle | 6 | Each | |
| 16 | 16 | \nii) 60 cm circular | 4 | Each | |
| 17 | 17 | \niv) 60 cm x 45 cm rectangular | 6 | Each | |
| 18 | 18 | 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) | 1.2 | sqm | |
| 19 | 19 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site | 200 | sqm | |
| 20 | 20 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the tree | 69 | 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
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender