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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAdmitted-Finance | ₹11.2 L | L1 | Admitted-Finance |
| 2 | L2₹11.5 L+₹38,288 (3.43%)Admitted-Finance | ₹11.5 L+₹38,288 (3.43%) | L2 | Admitted-Finance |
| 3 | L3₹12.1 L+₹92,864 (8.32%)Admitted-Finance | ₹12.1 L+₹92,864 (8.32%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NIVYA CONSTRUCTION L2 | R M ENTERPRISES L3 | SHIV BHOLE INFRATECH L1 |
|---|---|---|---|---|---|---|
| 1.00Earth 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. | ||||||
| 1.10 | All kinds of soil. | 2 | One Cubic Metre | 260 ₹520 | 2,000 ₹4,000 | 180 ₹360 Lowest |
| 2.00Earth 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. | ||||||
| 2.10 | All kinds of soil | 25 | One Cubic Metre | 260 ₹6,500 | 1,800 ₹45,000 | 200 ₹5,000 Lowest |
| 3.00Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | ||||||
| 3.10 | a)All kinds of soil i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 52 | One Metre | 100 ₹5,200 Lowest | 500 ₹26,000 | 180 ₹9,360 |
| 4.00 | 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. | 68 | One Cubic Metre | 80 ₹5,440 | 250 ₹17,000 | 40 ₹2,720 Lowest |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 5.10 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 6 | One Cubic Metre | 11,650 ₹69,900 | 7,000 ₹42,000 Lowest | 10,000 ₹60,000 |
| 5.20 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 11 | One Cubic Metre | 9,100 ₹1,00,100 | 5,000 ₹55,000 Lowest | 5,000 ₹55,000 Lowest |
Tender Value
₹11.0 L
EMD Value
₹22,000
Closing Date
18 Jun 2026, 6:00 pmClosed
Nodal Officer (Tender)
O/o Sr. Chief Engineer(Civil) BSNL MP Civil Zone Block-C, BDA Flats, First Floor, Vidya Nagar, Behind Petrol Pump Hoshangabad Road , Bhopal (M.P.)- 462026
Rehabilitation and alteration of old MW Building including ancillary works at Gangeo Distt. Rewa MP 3rd call
2026_BSNL_280464_1
NIT NO. EECD/BSNL/JBP/2026-27/01
Open Tender
Civil Works
Item Rate
90 days
Gangeo Distt. Rewa
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Accounts Officer Cash Oo GMTD BSNL Jabalpur
₹22,000
4 Jul 2026
10 Jun 2026
20 Jun 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.1 | All kinds of soil. | 2 | One Cubic Metre | 260.3 | ₹520.6 |
| 2Earth 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. | |||||
| 2.1 | All kinds of soil | 25 | One Cubic Metre | 177.5 | ₹4,437.5 |
| 3Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | |||||
| 3.1 | a)All kinds of soil i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 52 | One Metre | 352.15 | ₹18,311.8 |
| 4 | 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. | 68 | One Cubic Metre | 196 | ₹13,328 |
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 5.1 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 6 | One Cubic Metre | 8,340.85 | ₹50,045.1 |
| 5.2 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 11 | One Cubic Metre | 6,518.6 | ₹71,704.6 |
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