Construction Of Road From 9Th Km Of Bilasipara Fakiragram Road To Elengmari ( Ch . 0 . 00 To 1000 . 00M ) Under Sopd-G For The Year 2019-20 , Bilasipara East Lac .
Tender Value
91.59 Lakhs
Estimated cost
Bid Submission
11 May 2020
0 days left
EMD
1.83 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bilasipara → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of road from 9th km of bilasipara fakiragram road to elengmari ( ch . 0 . 00 to 1000 . 00m ) under sopd-g for the year 2019-20 , bilasipara east lac .
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Apr-2020 | Extension | Date | 20-Apr-2020 |
| 2 | 19-Apr-2020 | Time Extension | Date | 11-May-2020 |
BOQ
| Name of Work: Construction of road from 9th Km of Bilasipara Fakiragram Road to Elengmari (Ch. 0.00 to 1000.00m) under SOPD-G for the year 2019-20, Bilasipara East LAC. Package No. SOPD(G)_WAC_24. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplingsand trees grithupto 300mm, removal of stumpsof such trees cut earlier and disposal of unservicable materials and stacking of serviceable to be used or auctioned , upto a lead of 1000m including removal and disposal of top oraginic soil not exceeding 150mm in thickness as per T echnical Specification Clause 201. By manual Means. In area of non- throny jungle . | 0.475 | Hect | |
| 2 | 2 | Construction of embankment with approved materials obtains from borrow pitswith a lift upto 1.50m, transporting to site , spreading, grading to required slopes and compacting to meet equirement Tables 300.1 &300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. By Mechanical Means. Private Land. | 3308.7 | Cum | |
| 3 | 3 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrowed pits, with, all lefts& leads transporting to site, spreading, grading to required slope and compacting ‘to meet the requirement of table 300-2 Private Land. | 3035.78 | Cum | |
| 4 | 4 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. | 660 | Sqm | |
| 5 | 5 | Construction of granular sub-base by providing well graded materials, 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 rollerto achieve the desired densityt, as per Technial Specification Clause 401. \n(II) For grading II Meterials. | 570.025 | Cum | |
| 6 | 6 | Providing ,laying ,spreading & compacting stone aggregate of specific size to water bound macadam specification including uniform thickness ,hand packing, rolling with three wheel roller 80-100KNstatic roller in stages to proper grade and camber , applying and brooming, crushable screening to fill-up interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.\nWBM Grading-3, Manual Means | 284.525 | Cum | |
| 7 | 7 | Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504. | 3796.88 | Sqm | |
| 8 | 8 | Kilometer Stone\nReinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc as per drawing and Technical Specification Clause 1703.ii) Ordinary Kilometer Stone (Precast) | 2 | Each | |
| 9 | 9 | Kilometer Stone\nReinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc as per drawing and Technical Specification Clause 1703.ii) 200 m Kilometer Stone (Precast) | 4 | Each | |
| 10 | 10 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801 (i) 600mm equilateral triangle | 4 | Each | |
| 11 | 11 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801 (i) 600mm Circular | 2 | Each | |
| 12 | 12 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm 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 drawings and technical specification Clause 801 (i) 800mm X 600mm rectangular. | 2 | Each | |
| 13 | 13 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1.08 | Sqm | |
| 14 | 14 | 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 trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | 40 | Each | |
| 15 | 15 | Earth work in excavation for foundation of structure upto 3.00 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side slopes and bottom and backfilling with approved material | 62.97 | Cum | |
| 16 | 16 | Providing cement concrete for plain/ RCC in open foundation complete as per drawing and Technical Specifications Clause 802, 803,1202 &1203 crushed stone . PCC grade M10 Nominal Mix 1:3:6. | 2.67 | Cum | |
| 17 | 17 | Bedding of pipe\nType A (Concrete Cradle) Bedding\nLaying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 3.6 | Cum | |
| 18 | 18 | Providing and laying RCC pipe(NP3) for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clause 1106\n 1000mm dia | 7.5 | RM | |
| 19 | 19 | Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109. (ii) in prop.1:4 | 26.75 | Cum | |
| 20 | 20 | Plastering with cement mortar 1:4, 15 mm thick on brick work in sub-structure as per Technical specification Clause 613.3 | 56.05 | Sqm | |
| 21 | 21 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (ii) Sandy materials | 2.91 | Cum |
AI Tender Summary
Tender Timeline
Apr 19, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 20, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 11, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 11, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 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