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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | ₹3.5 L | L1 | Accepted-Finance Accepted being L1 |
| 2 | L2₹4.1 LRejected-Finance | ₹4.1 L | L2 | Rejected-Finance Rejected being L2 |
| 3 | L3₹4.2 LRejected-Finance | ₹4.2 L | L3 | Rejected-Finance Rejected being L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not submitted EPF and ESIC registration certificates as per NIT conditions |
| Sl No | Description | Qty | Unit | LUDUMANI SINGH L1 | DIBYARANJAN MOHAPATRA L2 | BADAL CHAKRABORTY L3 |
|---|---|---|---|---|---|---|
| 1.00Sub-Head : Earth Work | ||||||
| 1.01Earth 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. | ||||||
| 1.02 | All kinds of soil | 20.3 | One Cubic Metre | 1,000 ₹20,300 | 240 ₹4,872 | 200 ₹4,060 |
| 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 | Ordinary rock | 14.77 | One Cubic Metre | 500 ₹7,385 | 500 ₹7,385 | 500 ₹7,385 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 12.92 | One Cubic Metre | 500 ₹6,460 | 2,550 ₹32,946 | 2,000 ₹25,840 |
| 4.00Sub-Head : Concrete Work | ||||||
| 4.01Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 4.02 | 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) | 6.46 | One Cubic Metre | 1,000 ₹6,460 | 7,000 ₹45,220 | 7,000 ₹45,220 |
| 5.00Sub-Head : Reinforced Cement Concrete | ||||||
Tender Value
₹3.9 L
EMD Value
₹7,805
Closing Date
3 Feb 2026, 3:00 pmClosed
Nodal Officer (Tender)
3rd floor DSM Unit 9 BBSR 22
Construction of OD Bed in 12 nos new proposed site for installation of 4G BTS under Balasore BA.
2026_BSNL_264232_1
51/CE(C)/2025-26/BCD/CTC
Open Tender
Civil Works
60 days
4G Balasore
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash) BSNL O/oPGMTD Cuttack
₹7,805
Yes
23 Feb 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
3 Feb 2026
23 Jan 2026
23 Jan 2026 - 3 Feb 2026
Sub-Head : Earth Work
Earth 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.
All kinds of soil
Earth 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.
Ordinary rock
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Sub-Head : Concrete Work
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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)
Sub-Head : Reinforced Cement Concrete
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)
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Sub-Head : Steel Work
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Sub-Head : Flooring
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Sub-Head : Finishing
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
Sub-Head : MARKET RATED ITEMS
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 7.5 average compressive strength in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
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