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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | -4.86% | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹12.4 L (3.58%)Admitted-Finance | -1.45% | ₹3.6 Cr+₹12.4 L (3.58%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 Cr+₹21.3 L (6.16%)Admitted-Finance | +1.00% | ₹3.7 Cr+₹21.3 L (6.16%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.6 Cr
EMD Value
₹8.6 L
Closing Date
1 Jun 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Road (C/o Balance Parking in Work Shop UPSRTC Bus Depot Service Station Sector-35) Noida.
2026_NOIDA_1150052_1
79/GM/SM(WC-05)/2026-27
Open Tender
Civil Works
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹8.6 L
27 Jul 2026
18 May 2026
2 Jun 2026
18 May 2026
1 Jun 2026
18 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 10,745 | sqm | 82.38 | ₹8,85,173.1 |
| 2 | Construction of granual sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 1,075 | cum | 4,093.5 | ₹44,00,512.5 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 1,075 | cum | 5,746.88 | ₹61,77,896 |
| 4 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | 2,798 | cum | 8,141.85 | ₹2,27,80,896.3 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 71 | cum | 5,214.8 | ₹3,70,250.8 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: All work up to plinth level: 1:2:4 (1 cement: 2coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size. | 12 | cum | 6,753.45 | ₹81,041.4 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 56 | sqm | 335.55 | ₹18,790.8 |
| 8 | 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) | 531 | sqm | 176.77 | ₹93,864.87 |
| 9 | Neat cement punning | 531 | sqm | 39.13 | ₹20,778.03 |
| 10 | 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 | - | kg | 92.34 | - |
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