Construction Of Link Road Kharwar To Sour Via Seu Kashyana Km . 0 . 0 To 2 . 500 Sh Pl Gsb Grade Iii And M . Tarring In Km . 0 . 0 To 0 . 500 .
Tender Value
Ref. Documents
Estimated cost
Bid Submission
08 Jun 2021
0 days left
EMD
23500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhoranj → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road Kharwar To Sour Via Seu Kashyana Km . 0 . 0 To 2 . 500 Sh Pl Gsb Grade Iii And M . Tarring In Km . 0 . 0 To 0 . 500 .
BOQ
| Name of Work:-C/O Link road Kharwar to Sour via Seu Kashyana Km. 0/0 to 2/500 (SH:- P/L GSB Grade III and M/Tarring in Km. 0/0 to 0/500). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres as per the direction of the Engineer-in-charge including entire carrriage of material within all leads and lfts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government. | 251.25 | Per cubic metre | |
| 2 | 2 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-ChargeWith material conforming to Grade-I (size\nrange 75 mm to 0.075 mm) having CBR Value-30. | 219.85 | Per cubic metre | |
| 3 | 3 | Providing &Laying, spreading and compacting stone aggregate of specified sizes to WBM Grade -II specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts. The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government. | 120.1 | Per cubic metre | |
| 4 | 4 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom On W.B.M / W.M.M. @ 0.4kg/sqm as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government. | 1601.25 | Per Square metre | |
| 5 | 5 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cumof stone chippings of 13.2 mm size and 11.2 mm sizerespectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hotstraight run bitumen, including consolidation with roadroller of 6 to 9 tonne capacity etc. complete (tack coat tobe paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt ,as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government. | 1601.25 | Per Square metre | |
| 6 | 6 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface,including rolling and finishing with road roller all complete,as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government. | 1601.25 | Per Square metre |
AI Tender Summary
Tender Timeline
Jun 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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