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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Eligible |
| 2 | Accepted-Technical | Accepted-Technical Eligible |
| 3 | Accepted-Technical | Accepted-Technical Eligible |
| 4 | Accepted-Technical | Accepted-Technical ELIGIBLE |
Tender Value
₹15.7 L
EMD Value
₹31,474
Closing Date
8 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER CIVIL
4TH FLOOR, BSNL BHAVAN, PULIMOODU JUCTION, KOTTAYAM 686001
Construction of a 40 m Ground Based Tower (GBT), including transportation of tower materials from Ambady Junction RP No. 03375, construction of foundation, erection, painting, and earthing at Appanchira, near Kaduthuruthy, Kottayam.
2026_BSNL_285981_1
05/BSNL-CD/KTM/NIT/2026-27
Open Tender
Civil Works
Item Rate
KADUTHURUTHY
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
BSNL
₹31,474
Yes
11 Aug 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
8 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth 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 | - | Cum | 1.25 | - |
| 2Earth 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 | |||||
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (a) All kinds of soil | - | Cum | 100 | - |
| 4 | Filling available excavated 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 metre and lift up to 1.5 metre. | - | Cum | 53 | - |
| 5 | Providing 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) | - | Cum | 10 | - |
| 5.1 | (b) 1:4:8 (1 cement : 4 M sand : 8 graded stone aggregate 40mm nominal size) | - | Cum | 11 | - |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement:1.5 M sand:3 graded stone aggregate 20mm nominal size) | - | Cum | 10 | - |
| 7 | Centring and shuttering including strutting, propping etc. and removal of form for: (a) Foundation, footings, bases of columns etc. for mass concrete | - | Sqm | 10 | - |
| 7.01 | (b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | 10 | - |
| 7.02 | (c)Lintels, beams, plinth beams, girders, bressummers and cantilevers. | - | Sqm | 10 | - |
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