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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 CrAccepted-AOC A 247 SECTOR 19 NOIDA G B NAGAR | ₹7.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.1 Cr+₹4.1 L (0.59%)Rejected-Finance 93 BASHIRATGANJ LUCKNOW UTTAR PRADESH 226004 | LUCKNOW | UTTAR PRADESH | 226004 | ₹7.1 Cr+₹4.1 L (0.59%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.1 Cr+₹6.9 L (0.98%)Rejected-Finance | ₹7.1 Cr+₹6.9 L (0.98%) | L3 | Rejected-Finance L3 |
Tender Value
₹7.1 Cr
EMD Value
₹14.3 L
Closing Date
4 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Widening of DSC road from Surajpur Police Chowki to Denso Company, Greater Noida
2026_GNIDA_1151722_9
SM/(E-TENDER CELL)/2026/752 DATED-19.05.2026
Open Tender
Civil Works
Fixed-rate
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹14.3 L
10 Sept 2026
22 May 2026
8 Jun 2026
22 May 2026
4 Jun 2026
22 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 |
|---|---|---|---|---|---|
| 1Preparation 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 earth with lead upto 50 metres. (DSR-18/16.1) | |||||
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Lead 5KM (MORTH-20/301) | 1 | Cum | 1 | ₹1 |
| 3Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. | |||||
| 3.01 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1) | - | Metre | 1 | - |
| 4Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) | |||||
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORTH/4.14/406(B)) | 1 | Cum | 1 | ₹1 |
| 6Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Primer coat over WMM/WBM (MORTH-20/5.02/503/(ii) | |||||
| 7 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503/(i)) | - | Sqm | 1 | - |
| 8Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) | |||||
| 8.01 | 50mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) | - | Cum | 1 | - |
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tech_eval.pdf
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Tendernotice_1.pdf
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PreQ_Widening_Denso.pdf
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BOQ_2157319.xls
BOQ • 0.24 MB
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