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Tender Value
₹47.9 L
EMD Value
₹50,000
Closing Date
15 Jun 2026, 5:00 pm
Regional Engineer
KSHB Kozhikode Regional Office Chakkorathukulam
Construction of Panchakarma Block at Govt. Ayurveda hospital Payyannur,Kannur Composite Work
2026_KSHB_852339_2
KSHB/RE/KKD/07/2026-27
Open Tender
Civil Works - Buildings
180 days
Payyannur
As per NIT Documents
5 documents required · 5 mandatory
₹2,950
Yes
₹50,000
Yes
4 Jun 2026
4 Jun 2026
17 Jun 2026
4 Jun 2026
15 Jun 2026
5 Jun 2026
5 Jun 2026 - 15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 0.999 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 87.63 | CUM | - | - | BI01010001010000000000000515BI0100001112 |
| 0.000 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 87.63 | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 0.999 | 50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 33.84 | CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 0.000 | 2.34.1 Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20% | - | LITRE | - | - | BI01010001010000000000000515BI0100001115 |
| 0.999 | 2.35.3.1 Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion):
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 66.09 | SQM | - | - | BI01010001010000000000000515BI0100001116 |
| 0.000 | OD152947/2025-2026 Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 98.84 | CUM | - | - | BI01010001010000000000000515BI0100001117 |
| 0.999 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 20.15 | CUM | - | - | BI01010001010000000000000515BI0100001118 |
| 0.000 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.46 | CUM | - | - | BI01010001010000000000000515BI0100001119 |
| 0.999 | 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 186.83 | SQM | - | - | BI01010001010000000000000515BI0100001120 |
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