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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-Finance | ₹5.8 L | L1 | Accepted-Finance Accepted being 1st lowest |
| 2 | L2₹5.9 LAccepted-Finance | ₹5.9 L | L2 | Accepted-Finance Rejected being 2nd lowest |
| Sl No | Description | Qty | Unit | James Arambam L1 | Salam Nganba Meitei L2 |
|---|---|---|---|---|---|
| 1.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 1.01 | (a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | 18,000 ₹18,000 | 18,010 ₹18,010 |
| 2.00Providing 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 : | |||||
| 2.01 | (a) 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) | 0.8 | Cum | 20,500 ₹16,400 | 20,543 ₹16,434.40 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 3.01 | (a) Columns, Pillars, Piers, Abutments, Posts and Struts | 5 | Sqm | 950 ₹4,750 | 1,000 ₹5,000 |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||||
| 4.01 | (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 80 | Kg | 170 ₹13,600 | 175 ₹14,000 |
| 5.00Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : | |||||
| 5.01 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 7.5 | Cum | 11,000 ₹82,500 | 11,010 ₹82,575 |
Tender Value
Refer Docs
EMD Value
₹11,427
Closing Date
24 Jan 2026, 3:00 pmClosed
Executive Engineer(C)
BSNL Bhawan Imphal
Raising the base of the existing porta cabin ground level and reconstruction of power plant shed at TE Compound Porompat Imphal East
2026_BSNL_263124_1
38/EE/BSNL/CD-IMP/2025-26
Open Tender
Civil Works
60 days
BSNL Bhawan Imphal
Please refer Tender documents.
7 documents required · 7 mandatory
₹590
AO (Claims), O/o Sr GMTD, BSNL Imphal
₹11,427
31 Jan 2026
15 Jan 2026
27 Jan 2026
15 Jan 2026
24 Jan 2026
15 Jan 2026
15 Jan 2026 - 24 Jan 2026
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
(a) 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)
(a) Columns, Pillars, Piers, Abutments, Posts and Struts
(a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
(a) Hot finished welded type tubes.
(a) 40 mm thick with 20 mm nominal size stone aggregate
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
(a)Two or more coats on new work.
(a) With cement mortar 1:4 (1cement: 4 coarse sand).
Filling existing ground with gravel/moorum including consololidating with mechanical rammer etc complete as directed by Engineer -In-Charge .
Raising of base of the existing Porta Cabin [ Size: 3x7x3 M] ( Working Telephone Exchange) upto a height of 0.60 m minimum from present level of Porta Cabin with the help of Jacks Lifts with supporting mechanical equipments and lowering to existing level after completion fabrication work over the existing RCC framed support and precaution mesures to be taken while lifting etc complete as per directed by Engineer in charge.
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