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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.6 CrAdmitted-Finance | -0.50% | ₹20.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹21.1 CrAdmitted-Finance 2 2 LAXMI NAGAR SUPELA BHILAI DURG CHHATTISGARH 490023 UDYAM CG 05 0000169 | DURG | CHHATTISGARH | 490023 | +2.00% | ₹21.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualify |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualify |
Tender Value
₹20.7 Cr
EMD Value
₹41.4 L
Closing Date
13 Apr 2026, 12:00 pmClosed
CE LDA
LUCKNOW DEVELOPMENT AUTHORITY
ATAL NAGAR AWASIYA YOJANA KABIR NAGAR DEVPUR PARA KE ANTARGAT ARDHNIRMIT LIG-1 TOWER KA AWSESH NIRMAN KARYA S13 TAK KARANE 14 MANJIL TAK FINISHING EVAM ARDHBHAG ME 19 MANJIL TAK NIRMIT 06 MANJIL KO HATAYE JANE KA KARYA
2026_LDAUP_1129839_1
261/E-NIVIDA/CE/2025-26_(01)
Open Tender
Civil Works
365 days
Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SACHIV LDA
₹41.4 L
11 May 2026
24 Mar 2026
14 Apr 2026
24 Mar 2026
13 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Excavating 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 | |||||
| 2Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | |||||
| 3Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer., Using M.S. angels 40x40x6 mm for diagonal braces | |||||
| 4Steel 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 | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form for :, Shelves (Cast in situ) | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for :, Stairs, (excluding landings) except spiral-staircases | |||||
| 8Centering and shuttering including strutting, propping etc. and removal of form for :, Weather shade, Chajjas, corbels etc., including edges | |||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for :, Edges of slabs and breaks in floors and walls, Under 20 cm wide | |||||
| 10Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge.The joints shall be of extruded aluminum base members, self aligning /centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063)., Wall Joint of 100 mm gap | |||||
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