Loading…
Loading…
Tender ID
Tender Value
₹41.2 L
EMD Value
₹82,424
Closing Date
30 Apr 2026, 11:00 amClosed
Executive Engineer
HPPWD Division Chowari
Providing and layng G-III and Bituminous macadam and 30mm thick bituminiou concrete in Km 27/00 to 29/00
2026_PWD_135041_2
NIT No. 677-727 dated 20.04.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Chowari
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹82,424
30 Apr 2026
24 Apr 2026
30 Apr 2026
24 Apr 2026
30 Apr 2026
24 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, spreading and compacting stone aggregate size 53 mm to 22.4 mm (fifty three millimetre to twenty two point four millimetre) Grading-III, 75 mm (seventy five millimetre) compacted thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty - hundred) KN static roller in stages proper graded and camber, applying and brooming stone screening typr "B" of size 11.2 mm (eleven point two milimetre) nominal size at the rate of 0.18 (zero point two three cubic metre) per ten square metre to fill up the interstices of course aggregate, watering and compating to the required density as per MORD technical specifications clause No. 405 by manuals means an including hauling of material within all leads and lifts and other incidentals. The rate including octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Cubic Metre | - | - |
| 2 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 Kg (zero point eighty five killograme) per square metre using mechanical means as per technical specification Clause 502 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Square Metre | - | - |
| 3 | Providing and Laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bituminous binder ,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finished to the required grade,level and alignment and rolled to achieve the desired compaction as per technical specification clause 504 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Cubic Metre | - | - |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two hundred seventy five killograme) per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Square Metre | - | - |
| 5 | Providing and laying 30mm (thirty milimetres) thick compacted thickness bituminous concrete with minimum 100-120 (one hundred to one hundred twenty) TPH hot mix batch type plant with electronic control grading-II using crushed aggregate 13.2 mm (thirteen decimal two millimetre) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity grade-Ten) at the rate of 5.5% (Five point five) percent of mix weight and using cement as filler with quantity not less than 2% ( two percent) by weight of total aggregate or as per design mix transported to site, laid with sensor paver finisher hydraulic with sensor control to the required grade, level and alignment, over a previsiouly prepared surface and rolling complete with smoth three wheel roller 8-10 (eight to ten) tonne capacity for initial break down rolling and vibratory roller 8-10 (eight to ten) tonne capacity or pneumatic tyre roller of 12-15 (twelve to fifteen) tonne with tyre pressure of atleast 0.56 MPa (Zero decimal five six) for intermediate rolling and finish rolling with 6-8 (six to eight) tonne smoth wheeled tandom roller to achive the desire compaction as per MoRTH technical specification section 500 complete in all respect or as directed by the Engineer-in-charge including carriage of material within all leads, lifts, and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Cubic Metre | - | - |
stage.html
html • 0.01 MB
tech_bid_open.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.05 MB
sbd1.pdf
Tender Documents • 3.20 MB
BOQ_199888.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .