Metalling And Tarring On Link Road From Devnagar Crusher To Rehari Domehar Km. 0 / 00 To 1 / 00 Sh- Providing And Laying Soling, Gsb, Wbm-G-Ii, G-Iii And Tarring And Construction Of V-Shape Drain In Km. 0 / 00 To 1 / 00, Under Scsp.
Tender Value
32.05 Lakhs
Estimated cost
Bid Submission
20 Dec 2021
0 days left
EMD
55600
Bank guarantee accepted
Document Fee
1500
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 From Devnagar Crusher To Rehari Domehar Km. 0 / 00 To 1 / 00 Sh- Providing And Laying Soling, Gsb, Wbm-G-Ii, G-Iii And Tarring And Construction Of V-Shape Drain In Km. 0 / 00 To 1 / 00, Under Scsp.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets etcetrain all type of classifications of soil comprising of ordinary soil, ordinary rocks, hard rocks, chiselling/ wedging out of rock ( where blasting is prohibated ) as per drawing and MORD technical specification clause 305.1,1104 and 1606.1 and as per direction of Engineer-In-Charge Including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and diposal upto all laeds and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150 mm (One hundred fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including carriage of materials within all lead and lifts. |
| 2 | 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. Specificationsincluing carriage of materaals in all leads and lift as per direction of Engineer-in-Charge. |
| 3 | Consolidation of sub-grade with power road rollerincluding making the undulation etc. with earth or quarry soil etc. and re-rolling the sub-gradecomplete as per H.P.PWD specificationincludingcarriage of materials with in all leads and lift and as per the direction by the Engineer-In- charge |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 1 as per Technical Specification Clause 405. By Mechanical Means including carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm(sixty three millimetre to forty five millimetre) grading- II75 mm (seventy fivemillimtre) Consolidating thick to water bound macadam specification including spreading in uniform thickness,using template, hand packing, rolling with threewheel 80-100 kN 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 twentycubic metre) and binding materials at the rate 0.06cum. (zero point zero six cubic metre)per 10 square metre (ten) and to fill upthe interstices of coarse aggregate, watering and compacting to the required density Grading-II as per MORD Technical Specification Clause 405. By mechanical means and as per entire satisfection direction by the Engineer-In-Charge. includingcarriage of materials all leads and lifts. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes 55 mm to 22.4mm(fifty three millimetre to twenty point four millimetre) grading- III75 mm (seventy fivemillimtre) Consolidating thick to water bound macadam specification including spreading in uniform thickness,using template, hand packing, rolling with threewheel 80-100 kN (Eigty to one hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type -B of size 11.2 mm (eleven point two millimtre) nominal size at the rate 0.18 cum.(Zero point eighteencubic metre)per 10 square metre (ten) and to fill upthe interstices of coarse aggregate, watering and compacting to the required density-IIIas per MORD Technical Specification Clause 405.By mechnical means and as per intire satispection direction by the Engineer-In-Charge. including carriage of materials all leads and lifts |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared sufaces of granular base including cleaning the road suface hydrolic broomand spraying primer atthe rate of 0.85 kg /sqm (Zero point eight five ) using mechanical means as per MORDTechnical Specification Clause 502 (Five hundred two) ncluding carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge. |
| 8 | Providing and applying tackcoat 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 MORDtechanical specification Clause 503 ( Five hundred three) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge. |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508. By Mechanical Means (i) Bitumen (S-90) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge. |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510(i) Bitumen (S-90)including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge. By Mechanical Means |
| 11 | Providing and laying plain cementconcrete grade- M-l0 (Ten) nominal mix 1:3:6 ( One cement: Three sand :six gradedcrushed stone 20 mm (twenty millimeters nominal size) concrete forplain/ reinforced concrete inin open foundations curingcomplete including form work as per drawing and MORD technical specification Clause 802,803,1202 and 1203. including carriag ofmaterials with in all leads and lifts and as per direction by theEngineer-in-charge. |
AI Tender Summary
Tender Timeline
Dec 13, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 20, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 21, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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