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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical | Accepted-Technical ok |
| 3 | Rejected-Technical | Rejected-Technical not eligible |
Tender Value
₹12.2 L
EMD Value
₹24,404
Closing Date
6 Apr 2026, 6:00 pmClosed
EE CIVIL KOTTAYAM
4TH FLOOR, BSNL BHAVAN, PULIMOODU JUNCTION, KOTTAYAM 686001
Construction of 30m high GBT at Adivaram with available RT tower at Vaikom Circle including construction of foundation, erection, painting, and earthing etc.
2026_BSNL_273210_1
09/EE/BSNL-CD/KTM/NIT/2025-26
Open Tender
Civil Works
Item Rate
90 days
ADIVARAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
BSNL AO CASH
₹24,404
21 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (a) All kinds of soil | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. (a)Ordinary rock | |||||
| 3Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (a) All kinds of soil | |||||
| 4Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials (a) All kinds of soil | |||||
| 4.01 | (b) Ordinary or hard rock. | - | Cum | - | - |
| 5Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto1.5 m. (a) All kinds of soil | |||||
| 6Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (a) All kinds of soil | |||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 7.01 | (b) 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) | - | Cum | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | - | - |
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