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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical NEAR VIKRAM COACHING MADINATH BAREILLY | Accepted-Technical Accept |
| 3 | Accepted-Technical | Accepted-Technical Accept |
| 4 | Rejected-Technical | Rejected-Technical Reject |
Tender Value
₹5.4 Cr
EMD Value
₹16.1 L
Closing Date
7 May 2026, 12:00 pmClosed
ce lda
CE, LUCKNOW DEVELOPMENT AUTHORITY
BASANTKUNJ YOJNA SECTOR-P MEY SAMUDAYIK KENDRA KA NIRMAN KARYA
2026_LDAUP_1138207_1
10/E-NIVIDA/CE/26-27
Open Tender
Civil Works
Fixed-rate
365 days
CE LDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SECRETARY LDA
₹16.1 L
Yes
10 Sept 2026
18 Apr 2026
8 May 2026
18 Apr 2026
7 May 2026
18 Apr 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 | 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 | - | Cum | 140.21 | - |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials., All kinds of soil. | 420.26 | Cum | 100.17 | ₹42,097.44 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 72.57 | Cum | - | - |
| 4 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) :, Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. | 533.48 | Sqm | 244.93 | ₹1,30,665.26 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., All kinds of soil. | 208.4 | Cum | 205.62 | ₹42,851.21 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 102.68 | Cum | - | - |
| 7 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth. | 4.17 | Sqm | 591.91 | ₹2,468.26 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 127.5 | Cum | - | - |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :, 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 4.25 | Cum | - | - |
| 10 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). | 3 | Sqm | 324.55 | ₹973.65 |
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