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Tender Value
₹19.7 L
EMD Value
₹49,320
Closing Date
16 Jun 2026, 11:00 am2d left
Executive engineer
PWD NH DIVISION MALAPPURAM
GENERAL-Repair of NH 966 (64/000 - 87/000)-Surface Damage Repair of NH 966 from km 64/000 to km 87/000-General Civil Work
2026_PWD_853041_2
PWD/NH/TR/4844/2026_5_1_1/1
Open Tender
Civil Works - Highways
180 days
Perinthalmanna
Please refer tender documents
9 documents required · 9 mandatory
₹2,760
Yes
₹49,320
Yes
10 Jun 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
16 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road work | ||||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.7.1:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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