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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.0 LAccepted-Finance | 1 | Accepted-Finance Accepted | |
| 2 | 2₹15.6 L+₹60,187 (4.02%)Accepted-Finance | 2 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | DANI ENGINEERS L1 | K SUDHAKAR L2 |
|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | |||||
| 1.01 | a) All kinds of soil | 48 | Cum | 180 ₹8,640 Lowest | 200 ₹9,600 |
| 2.00Earth 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. | |||||
| 2.01 | a) Ordinary rock | 24 | Cum | 500 ₹12,000 Lowest | 560 ₹13,440 |
| 2.02 | b) Hard rock (blasting prohibited) | 18 | Cum | 1,400 ₹25,200 Lowest | 1,650 ₹29,700 |
| 3.00Earth 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. | |||||
| 3.01 | a) All kinds of soil. | 26 | Cum | 250 ₹6,500 Lowest | 270 ₹7,020 |
| 4.00 | Anchoring of reinforcment in the hard rock stratas by drilling 50mm dia holes in the hard rocky strata to a depth of 600mm and filling the holes with mixture ratio of 2:1 with ordinary portland cement 2 part and 1 part Sika Anchor Fix series /Dr.Fixit anchoring products (or) or equivalent anchoring chemicals, finally inserting 25mm dia TMT bars vertically and set to hardening, etc complete as directed by the Engineer-in-charge. (NOTE: 1. The cost of reinforcement will be paid separately. 2. All material, cost of drillings, chemicals are inclusive. 3.The work includes cleaning of drilled holes using airblower / Vacuum cleaner and making the holes dust free beofre anchoring the reinforcements) | 49 | Nos | 720 ₹35,280 Lowest | 800 ₹39,200 |
| 5.00 | Filling 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 up to 1.5 m. | 70 | Cum | 200 ₹14,000 Lowest | 240 ₹16,800 |
| 6.00Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||
Tender Value
Refer Docs
EMD Value
₹28,930
Closing Date
31 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer (Civil) BSNLCD SALEM
Executive Engineer(C), BSNL Civil Division, E-1 Staff Quarters 2nd Floor,Telephone Exchange compound, Meyyanur, Salem-636 004
Providing foundation, erection, and earthing of the 40m Ground based tower Gopalpur type and construction of BTS plinth at Combined Court complex, Thadangam, Dharmapuri
2026_BSNL_295464_1
NIT No.05/PCE(C)/TNCZ/CH/2026-2027
Open Tender
Civil Works
Item Rate
90 days
SALEM
Please refer tender document
3 documents required · 3 mandatory
₹590
AO(Cash) BSNL, Salem
₹28,930
3 Nov 2026
23 Oct 2026
3 Nov 2026
23 Oct 2026
31 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | |||||
| 1.01 | a) All kinds of soil | 48 | Cum | 523.5 | ₹25,128 |
| 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. | |||||
| 2.01 | a) Ordinary rock | 24 | Cum | 523.5 | ₹12,564 |
| 2.02 | b) Hard rock (blasting prohibited) | 18 | Cum | 523.5 | ₹9,423 |
| 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 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. | |||||
| 3.01 | a) All kinds of soil. | 26 | Cum | 523.5 | ₹13,611 |
| 4 | Anchoring of reinforcment in the hard rock stratas by drilling 50mm dia holes in the hard rocky strata to a depth of 600mm and filling the holes with mixture ratio of 2:1 with ordinary portland cement 2 part and 1 part Sika Anchor Fix series /Dr.Fixit anchoring products (or) or equivalent anchoring chemicals, finally inserting 25mm dia TMT bars vertically and set to hardening, etc complete as directed by the Engineer-in-charge. (NOTE: 1. The cost of reinforcement will be paid separately. 2. All material, cost of drillings, chemicals are inclusive. 3.The work includes cleaning of drilled holes using airblower / Vacuum cleaner and making the holes dust free beofre anchoring the reinforcements) | 49 | Nos | 523.5 | ₹25,651.5 |
| 5 | Filling 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 up to 1.5 m. | 70 | Cum | 523.5 | ₹36,645 |
| 6Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | |||||
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