Tender For Civil Works - Roads:-Gayari Rajwa Brahman Tol
Tender Value
29.68 Lakhs
Estimated cost
Bid Submission
04 Mar 2020
0 days left
EMD
29687
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Biraul → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Roads:-Gayari Rajwa Brahman Tol
BOQ
| Name of Work: GAYARI TO RAJWA BRAHMAN TOL | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (A) PREPRATORY WORK& SITE CLEARANCE | |||
| 2 | 2 | (1) Construction of Reference & working Benchmark= 1 Nos & 2 NosRespectively | 0.4 | Per km | |
| 3 | 3 | (II) Construction or Reference pollas / Burjees=16 Nos | 0.4 | Per km | |
| 4 | 4 | 2.2/201/Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.1. | 0.24 | Hec | |
| 5 | 5 | Supply and poviding NP2 300 mm dia hume pipe across carriageway in open areas\n( 3 pipes of 2.5 m length each ) | 15 | M | |
| 6 | 6 | 3.14/Construction of Subgrade and Earthen Shoulders\nConstruction 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 up to 1000m as per Technical specification Clause 303.1 | 1026 | Cum | |
| 7 | 7 | 4.1/401(II)/Granular Sub-base with Well Graded Material (Table 400.1)\nConstruction 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification\nClause 401. Grading-II | 227.25 | Cum | |
| 8 | 8 | 6.4/1500/Cement Concrete pavement\nConstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and\nTechnical Specification Clause 1501. | 287.85 | Cum | |
| 9 | 9 | 10.10/1700/Kilometre Post\nReinforced cement concrete M15 grade kilometre 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\n5th Kilometer Stone (Precast) | |||
| 10 | 10 | Ordinary Kilometer Stone (Precast) | 1 | No. | |
| 11 | 11 | 200m Post ( Precast) | 1 | No. | |
| 12 | 12 | 10.11 1700./ Boundary pillar \n Reinforce cement concrete M15 grade boundary pollars/ local stone of standard desing as per IRC :25 fixed in position Including finishing and letteringbut excluding painting as per drawing and Technical Specificatin Clause 1704 | 8 | Each | |
| 13 | 13 | (I)Providing and Fixing 'Logo' of GTSNY Project Providing and fixing of typical GTSNY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 2 | Each | |
| 14 | 14 | 10.2/A-RETRO- REFFECTORISED TRAFFIC SIGN\nProvidng and fixing of retro - cautinary madatory and informatory sing as per clause 801 | 5 | Cum | |
| 15 | 15 | 1st Year Maintenance Cost | 0.4 | Km. | |
| 16 | 16 | 2nd Year Maintenance Cost | 0.4 | Km. | |
| 17 | 17 | 3rd Year Maintenance Cost | 0.4 | Km. | |
| 18 | 18 | 4th Year Maintenance Cost | 0.4 | Km. | |
| 19 | 19 | 5th Year Maintenance Cost | 0.4 | Km. |
AI Tender Summary
Tender Timeline
Feb 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 04, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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