Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Finance | ₹4.4 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 LAdmitted-Finance | ₹4.9 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUDEV PODDER L1 | DIBAKAR DAS L2 |
|---|---|---|---|---|---|
| 1.00Providing 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 : | |||||
| 1.10 | 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) | 9.24 | cum | 9,000 ₹83,160 | 7,000 ₹64,680 |
| 2.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | |||||
| 2.10 | Cement mortar 1:4 (1 cement : 4 coarse sand) | 0.8 | cum | 7,000 ₹5,600 | 2,100 ₹1,680 |
| 3.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | |||||
| 3.10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 436.2 | kg | 95 ₹41,439 | 120 ₹52,344 |
| 4.0012 mm cement plaster of mix : | |||||
| 4.10 | 1:4 (1 cement: 4 fine sand) | 77.6 | sqm | 20 ₹1,552 | 200 ₹15,520 |
| 5.00Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift | |||||
| 5.10 | All kinds of soil | 20.56 | cum | 250 ₹5,140 | 200 ₹4,112 |
Tender Value
₹4.8 L
EMD Value
₹9,681
Closing Date
19 Jan 2026, 11:00 amClosed
EXECUTIVE ENGINEER I/C
ENGINEERING SECTION ASSAM UNIVERSITY SILCHAR
Repairing work of septic tank and levelling of gravels (8 thick) atsubstation at Assam University, Silchar, Assam.
2026_AUS_893598_1
AU/ENGG/MAINT/ELECT/86/2023
Open Tender
Civil Works
25 days
ASSAM UNIVERSITY SILCHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Assam University Silchar
₹9,681
9 Feb 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
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)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:4 (1 cement : 4 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift
All kinds of soil
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
110 mm diameter
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand)
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, piers, abutments, pillars, posts and struts.
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Any Other Item
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.45 MB
BOQ_939252.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid