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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | +1.00% | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹5.2 L (1.49%)Admitted-Finance | +2.50% | ₹3.6 Cr+₹5.2 L (1.49%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualify |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualify |
| 5 | Rejected-Technical 24 JEEVAN PLAZA VIRAM KHAND 5 GOMTI NAGAR LUCKNOW UTTAR PRADESH | LUCKNOW | LUCKNOW | UTTAR PRADESH | - | - | - | Rejected-Technical Not Qualify |
Tender Value
₹3.5 Cr
EMD Value
₹10.4 L
Closing Date
10 Jun 2026, 12:00 pmClosed
Chief Engineer
LDA VIPIN KHAND GOMTI NAGAR LUCKNOW
ANANT NAGAR AWASIYA YOJANA (MOHAN ROAD) KE ANTARGAT SECTOR-2 POCKET-B ME 9.0 MTR WA 12.0 MTR CHAURI SADAK, SEWAR EVAM DRAIN/TRENCH KA KARYA.
2026_LDAUP_1149506_1
23/E-tender/CE/2026-27 (04)
Open Tender
Civil Works
Percentage
365 days
LDA Gomti Nagar Lucknow.
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SACHIV LDA
₹10.4 L
29 Jul 2026
16 May 2026
11 Jun 2026
16 May 2026
10 Jun 2026
16 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 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 5,501.67 | sqm | 24.63 | ₹1,35,506.01 |
| 2 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 50mm thick compacted bed of course 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, all complete as per manufacturer's specifications & direction of Engineer in-Charge., 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern | 1,868.54 | Sqm | 826.01 | ₹15,43,430.25 |
| 3 | 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. | 40 | No. | 2,409.67 | ₹96,386.8 |
| 4 | 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. | 364.22 | Sqm | 441.03 | ₹1,60,631.06 |
| 5 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 163.9 | Cum | 7,992.43 | ₹13,09,943.29 |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil | 3,641.23 | Cum | 140.22 | ₹5,10,573.83 |
| 7 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :, All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 498 | m | 278.18 | ₹1,38,533.64 |
| 8 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)., Depth not exceeding 1.5 m. | 627.48 | Sqm | 110.55 | ₹69,367.91 |
| 9 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered)., Depth exceeding 1.5 m but not exceeding 3 m. | 22.41 | Sqm | 122.68 | ₹2,749.26 |
| 10 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 220.26 | Cum | 5,381.16 | ₹11,85,275.83 |
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