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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹8.7 LAccepted-Finance | ₹8.7 L | 1st | Accepted-Finance Being 1st lowest |
| 2 | 2nd₹9.0 L+₹32,843.62 (3.78%)Rejected-Finance | ₹9.0 L+₹32,843.62 (3.78%) | 2nd | Rejected-Finance Being 2nd lowest |
| 3 | 3rd₹9.0 L+₹35,114.62 (4.04%)Rejected-Finance | ₹9.0 L+₹35,114.62 (4.04%) | 3rd | Rejected-Finance Being 3rd lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Submitted original/certified copy in Division Office and exprience certificate not as per NIT conditions,hence rejected |
| Sl No | Description | Qty | Unit | BALARAM PRADHAN L1 | M/S BISWAJEET KANDI L2 | SOUMYA RANJAN MOHAPATRA L3 |
|---|---|---|---|---|---|---|
| 1.00Sub-Head : Dismantling and Demolishing | ||||||
| 1.01Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead : | ||||||
| 1.02 | Thickness up to 40 mm | 7 | One Square Metre | 200 ₹1,400 Lowest | 490 ₹3,430 | 480 ₹3,360 |
| 2.01 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 54 | One Cubic Metre | 300 ₹16,200 Lowest | 300 ₹16,200 Lowest | 330 ₹17,820 |
| 3.00Sub-Head : Earth Work | ||||||
| 3.01Earth 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. | ||||||
| 3.02 | All kinds of soil | 36 | One Cubic Metre | 280 ₹10,080 | 230 ₹8,280 | 220 ₹7,920 Lowest |
| 4.01Earth 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. | ||||||
| 4.02 | All kinds of soil. | 12 | One Cubic Metre | 400 ₹4,800 | 230 ₹2,760 Lowest | 240 ₹2,880 |
| 5.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. | 100 | One Square Metre | 15 ₹1,500 | 15 ₹1,500 | 10 ₹1,000 Lowest |
Tender Value
₹8.7 L
EMD Value
₹17,400
Closing Date
17 Nov 2025, 3:00 pmClosed
Nodal Officer (Tender)
3rd floor DSB Unit-9 BBSR-22
Supply, Installation, Testing Commissioning of MV Power distribution panels with associated works at Telephone Bhawan, Berhampur in replacement of the existing life expired panels.SH-Construction of RCC cable trench in Electrical panel Room no-1
2025_BSNL_254537_1
39/CE(C)/2025-26/BCD/BBSR.
Open Tender
Civil Works
Item Rate
90 days
Telephone Bhawan, Berhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash) BSNL O/o GMTD Bhubaneswar
₹17,400
Yes
29 Nov 2025
6 Nov 2025
18 Nov 2025
6 Nov 2025
17 Nov 2025
6 Nov 2025
6 Nov 2025 - 17 Nov 2025
Amount
Sub-Head : Dismantling and Demolishing
Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead :
Thickness up to 40 mm
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
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 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.
All kinds of soil.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.
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.
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
Sub-Head : Masonry Work
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level.
Cement mortar 1:4 (1 cement :4 coarse sand)
Sub-Head : Steel Work
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
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
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
Size of Tile 800x800 mm
Sub-Head : Finishing
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix :
1:6 (1 cement: 6 coarse sand)
White washing with lime to give an even shade:
New work (three or more coats)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work.
Sub-Head : Repairs to Buildings
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge.
With cement mortar 1:4 (1 cement : 4 fine sand).
Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge.
Door chowkhats .
Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge.
Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
Repairing of rolling shutter by replacing new members/parts including Ball Bearing & Spring as per requirement for smooth running. (Rate including labour and hire charges of welding machine, consumables including of replacement of any parts and removing , refixing if reruired)
Removing existing rolling shutter/collapsiable gate and finishing the damaged area as required, all complete as per the direction of the Engineer-in-charge.
Supplying of labour for shifting/displacement of material available in Room-1 & Room-2 for required working space as direction by office in charge.
Credit for taking in to possession of old and unserviceable dismanteled GI/SCI/MS steel materials after dismantling.
M/S BISWAJEET KANDI (BID ID -928531)
SOUMYA RANJAN MOHAPATRA (BID ID -928438)
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