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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.1 CrAdmitted-Finance | -0.50% | ₹14.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.5 CrAdmitted-Finance | +2.50% | ₹14.5 Cr | L2 | Admitted-Finance |
Tender Value
₹14.2 Cr
EMD Value
₹28.4 L
Closing Date
25 May 2026, 5:00 pmClosed
GENERAL MANAGER (CIVIL)
Main Administrative Office Sector-6, Noida
Construction of Puzzle Parking at Plot No. C-56a/23 in Sector-62, Noida
2026_NOIDA_1149092_1
03/GM(C)/SM(Pz.Parking)/26-27
Open Tender
Civil Works - Others
730 days
NOIDA
Please Refer to Tender Document
3 documents required · 3 mandatory
₹8,260
NOIDA
₹28.4 L
2 Jun 2026
18 May 2026
26 May 2026
18 May 2026
25 May 2026
18 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 | Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100fts.) from the foundation trenches.
FOOTINGS, PLINTH BEAM & UGWT | - | CUM | 95 | - |
| 2 | Same as in item No. 01 above but excavation in soil mixed with Moorum,shingle kanker etc, requiring the use of special T&P such as pickaxes : sabbals etc. | - | CUM | 100 | - |
| 3 | Add to item 01 for every additional 30m. (100 fts.) lead or part of 30m. (100 fts.) or for every additional 1.5 m. (5fts.) lift or part of 1.5m. (5fts.). | - | CUM | 15 | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, for all lead and lift as directed by Engineer-in-charge | - | CUM | 93 | - |
| 5 | Providing and laying Cement concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:4:8 (1 cement ; 4 Coarse sand : 8 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work.
BELOW FOOTINGS, UGWT, PLINTH BEAM | - | CUM | 5,820 | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
FOOTINGS, PEDESTAL & UGWT RAFT | - | SQM | 181.64 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
UGWT RW1 | - | SQM | 335.55 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
UGWT SLAB | - | SQM | 385.68 | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
PLINTH BEAM,UGWT SLAB BEAM | - | SQM | 320.65 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
STAIRCASE COLUMNS | - | SQM | 426.85 | - |
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