Metalling And Tarring On Link Road To Village Pandoa Km 0/00 To 0/565 Sh-Providing And Laying Wbm Grading -I , Ii , Iii , Metalling And Tarring And V-Shape Drain In Between Km 0/00 To 0/565
Tender Value
10.86 Lakhs
Estimated cost
Bid Submission
10 May 2021
0 days left
EMD
22000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhami → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Metalling And Tarring On Link Road To Village Pandoa Km 0/00 To 0/565 Sh-Providing And Laying Wbm Grading -I , Ii , Iii , Metalling And Tarring And V-Shape Drain In Between Km 0/00 To 0/565
BOQ
| Name of Work:- Metalling and Tarring on Link road to village Pandoa km 0/00 to 0/565.(SH-Providing and Laying WBM Grading -I,II, III ,Metalling and Tarring and V-Shape drain in between Km 0/00 to 0/565) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Preparation of sub grade by dressing to camber (Earth work) for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil complete as per H.P.PWD. Specifications incluing carriage of materials within all leads and lift as per direction of Engineer-in-Charge. | Item 1 | 2082.03 | Sqm |
| 2 | 2 | Consolidation of sub-grade with power road roller including making the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade complete as per H.P.PWD specification including carriage of materials with in all leads and lift and as per the direction by the Engineer-in- charge | Item 2 | 2082.03 | Sqm |
| 3 | 3 | 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 compacting to the required density Grading-I as per Technical Specification Clause 405.including carriage of materials with in all leads and lifts and as per the direction of Engineer in Charge. By manual Means | Item 3 | 208.21 | cum |
| 4 | 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm(sixty three millimetre to forty five millimetre) grading- II 75 mm (seventy five millimtre) Consolidating thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (Eigty to hundred) static roller in stages to proper grade and camber, applying and brooming, crushable screening type -B of size 11.2 mm (eleven point two millimtre) nominal size at the rate 0.20 cum.(Zero point twenty cubic metre) and binding materials at the rate 0.06cum. (zero point zero six cubic metre) per 10 square metre (ten) and to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading as per MORD Technical specification Clause 405.. By manual means and as per intire satisfection or the Engineer-In-Charge. including carriage of materials within all leads and lifts | Item 4 | 142.16 | Cum |
| 5 | 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm(sixty three millimetre to forty five millimetre) grading- II 75 mm (seventy five millimtre) Consolidating thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (Eigty to hundred) static roller in stages to proper grade and camber, applying and brooming, crushable screening type -B of size 11.2 mm (eleven point two millimtre) nominal size at the rate 0.20 cum.(Zero point twenty cubic metre) and binding materials at the rate 0.06cum. (zero point zero six cubic metre) per 10 square metre (ten) and to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading as per MORD Technical specification Clause 405.. By manual means and as per intire satisfection or the Engineer-In-Charge. including carriage of materials within all leads and lifts | Item 5 | 142.16 | Cum |
| 6 | 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared sufaces of granular base including cleaning the road suface hydrolic broom and spraying primer at the rate of 0.85 kg /sqm( Zero point eight five ) using mechanical means as per MORD Technical specification Clause 502 (Five hundred two) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge. | Item 6 | 1895.58 | Sqm |
| 7 | 7 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275( Zero point two seven five kilogram ) per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per MORD techanical specification Clause 503 ( Five hundred three) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge. | Item 7 | 1895.58 | Sqm |
| 8 | 8 | Providing and Laying 25mm thick Bituminous concrete with 100-120 TPH batch type Hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premix with using Bituminous Binder @5.40 to 5.60 percent of mix and filler, transporting the hot mix plant to site of work, laying with a Hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification Clause No.509 complete.508.including entire carriage of materials upto all leads and lifts and as per thedirection of Engineer in Charge.. | Item 8 | 47.39 | cum |
| 9 | 9 | Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials as per MORD Specification directed by Engineer-In- Charge | Item 9 | 49.44 | cum |
| 10 | 10 | Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawings and techinal specifications MORD clause 802, 803,1202 & 1203 including carriage of materials in all leads ad lifts. a) P.C.C. grade 1:3:6 M-10 | Item 10 | 42.38 | Cum |
AI Tender Summary
Tender Timeline
May 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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