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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | L1 | Accepted-Finance ACcepted |
| Sl No | Description | Qty | Unit | PRIYABRATA LENKA L1 |
|---|---|---|---|---|
| 1.00Sub-Head : Reinforced Cement Concrete | ||||
| 1.01 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). | 3 | One Cubic Metre | 14,935 ₹44,805 Lowest |
| 2.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||
| 2.01 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | 50 | One Square Metre | 1,300 ₹65,000 Lowest |
| 2.02 | Weather shade, Chajjas, corbels etc., including edges | 12 | One Square Metre | 1,000 ₹12,000 Lowest |
| 3.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||
| 3.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 190 | One Kilogram | 120 ₹22,800 Lowest |
| 4.00 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | 80 | One Square Metre | 375 ₹30,000 Lowest |
| 5.00Sub-Head : Finishing | ||||
| 5.01Finishing walls with Acrylic Smooth exterior paint of required shade : | ||||
Tender Value
₹2.9 L
EMD Value
₹5,710
Closing Date
15 Sept 2025, 3:00 pmClosed
Nodal Officer (Tender)
3rd floor DSB Unit 9 Bhubaneswar 22
Special repairs to damaged window chhaja, balcony fins and Canopy for front side face of Ty-IV, Block-1 at Mahanadi Vihar, Cuttack.
2025_BSNL_247441_1
23/CE(C)/2025-26/BCD/Cuttack
Open Tender
Civil Works
Item Rate
45 days
Mahanadi Vihar Cuttack
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash) BSNL O/oPGMTD Cuttack
₹5,710
Yes
29 Sept 2025
3 Sept 2025
16 Sept 2025
3 Sept 2025
15 Sept 2025
3 Sept 2025
3 Sept 2025 - 15 Sept 2025
Amount
Sub-Head : Reinforced Cement Concrete
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for :
Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
Weather shade, Chajjas, corbels etc., including edges
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 : Finishing
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Sub-Head : Repairs to Buildings
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment shall be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In- Charge.
Sub-Head : Dismantling and Demolishing
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Sub-Head : NEW TECHNOLOGIES AND MATERIALS
Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
25 mm average thickness in 2 layers.
Sub-Head : MARKET RATE
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 loads including all lifts involved.
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