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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹45.8 Cr
EMD Value
₹91.6 L
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
CE LDA
LUCKNOW DEVELOPMENT AUTHORITY
LUCKNOW SAHAR ME GOMTI RIVER FRONT PAR CRICKET STADIUM KE NIKAT GOMTI NADI KE LHS TATHA RHS BHAG KO CONNECT KARNE HETU PADESTRIAN BRIDGE KA NIRMAN KARYA.
2026_LDAUP_1134078_1
01/E-NIVIDA/CE/2026-27_(01)
Open Tender
Civil Works
Percentage
730 days
Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SACHIV LDA
₹91.6 L
21 Apr 2026
7 Apr 2026
1 May 2026
7 Apr 2026
30 Apr 2026
7 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 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required., 1.00 mm thick with zinc coating not less than 275 gm/m* | - | Sqm | - | - |
| 2 | Conducting Load Tests on Piles. a) Initial Load Test on Pile Vertical load test-1250 Ton | - | Nos | - | - |
| 3 | Conducting Load Tests on Piles. a) Initial Load Test on Pile Horizontal load test-50 Ton | - | Nos | - | - |
| 4 | Conducting Load Tests on Piles. B) Routine Load Test on Pile Vertical load test-750 Ton | - | NOS | - | - |
| 5 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level | - | Qtl | - | - |
| 6 | Providing, fabricating, erecting Structural Steel Composite Girder/Truss as per the specifications | - | MT | - | - |
| 7 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | - | Kg | - | - |
| 8 | SS Rebars of Grade G (Ferritic) – 410L, conforming to IS 16651:2017, shall be adopted. The reinforcement shall be of SS 550 grade and shall be used for entire piers, piles, foundations, and deck, wherever stainless steel reinforcement is specified in the design. The manufacturer of SS rebars shall possess a valid BIS licence, supported by Material Test Certificates (MTCs) issued based on testing carried out at a BIS Central / BIS-approved laboratory, and shall be a reputed stainless steel manufacturer with proven experience in supplying stainless steel grades for fabrication of plates, girders, cross-girders and reinforcement bars for vehicular / railway / pedestrian bridges, flyovers and other elevated structures in any government organizations (state or central) projects. SS rebars shall be sourced only from reputed stainless-steel manufacturers following good engineering practice and shall be factory branded for traceability. Jindal Infinity branded SS rebars or equivalent shall be used. (including 10%cp) | - | MT | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :, Arches, domes, vaults up to 6 m span | - | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - |
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