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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-Finance 305 CHAWANI CHOURAHA GORAKHPUR UTTAR PRADESH | ₹2.8 Cr | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹2.8 Cr+₹1.3 L (0.46%)Rejected-Finance | ₹2.8 Cr+₹1.3 L (0.46%) | L2 | Rejected-Finance High Bidder |
| 3 | Rejected-Technical HAJI CHAURAHA SHAMA VIHAR COLONY CHILLAWAN KANPUR ROAD SAROJINI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | - | - | Rejected-Technical Not Qualify |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
30 Jun 2025, 12:00 pmClosed
CE LDA
LUCKNOW DEVELOPMENT AUTHORITY
ANANT NAGAR AWASIYA YOJANA (MOHAN ROAD) KE ANTARGAT SECTOR-1 POCKET-C ME 9M CHAURI SADAK KA NIRMAN KARYA.
2025_LDAUP_1050293_1
55/E-NIVIDA/CE/2025_9
Open Tender
Civil Works
Percentage
270 days
LUCKNOW
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SACHIV LDA
₹5.6 L
3 Jul 2026
19 Jun 2025
1 Jul 2025
19 Jun 2025
30 Jun 2025
19 Jun 2025
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 | 9.0 Mtr Road | - | - | - | - |
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up
to 50 m and lift up to 1.5 m.
All kind of soil. | 12,890.85 | Sqm | 26.98 | ₹3,47,795.13 |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m. Transporting to site,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 3000 m as per technical specification clause 301.5 (Including Costing Of Earth) | 4,067.29 | Cum | 168.4 | ₹6,84,931.64 |
| 4 | 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 | 1,933.63 | Cum | 4,185 | ₹80,92,241.55 |
| 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 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 achive the desired density | 1,933.63 | Cum | 4,210 | ₹81,40,582.3 |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom | 7,734.51 | Sqm | 13.4 | ₹1,03,642.43 |
| 7 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. | 386.73 | Cum | 10,360 | ₹40,06,522.8 |
| 8 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with
approved colour, design & pattern | 5,156.34 | Sqm | 826.01 | ₹42,59,188.4 |
| 9 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | 114 | Nos. | 2,409.67 | ₹2,74,702.38 |
| 10 | Providing, laying and making kerb channel 30 cm wide and 50 mm
thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded
stone aggregate 20 mm nominal size) over 75mm bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated
and grouted with fine sand, including finishing the top smooth etc.
complete and as per direction of Engineer-in-charge. | 515.63 | Sqm | 441.03 | ₹2,27,408.3 |
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