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Tender Value
₹10.3 Cr
EMD Value
₹20.6 L
Closing Date
18 Aug 2026, 3:00 pm
Chief Engineer
L.D.A. Gomti Nagar, Lucknow
Naimish nagar yojna ke sector-13 me isthit 9 va 12 meter chauri sadak par sadak, sewer, drain evam electric trench ka nirman karya. Part-F
2026_LDAUP_1175481_1
75/E-Nivida/CE/2026-27/03
Open Tender
Civil Works
Percentage
730 days
LDA Gomti Nagar, lko
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
Secretary LDA
₹20.6 L
7 Aug 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site spreading grading to require slop and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 5000 m as per technical specification clause 301.5(incuding costing of earth) | - | cum | - | - |
| 2 | 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). | 1 | Cum | 1 | ₹1 |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting and propping and removal of items for: Foundations, footings, base of columns, etc DSR 2023/5.9.1 | - | Sqm | 1 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :, Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | 1 | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for :, Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - |
| 7 | Steel 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 | - | Kg | 1 | - |
| 8 | M.S Iron work for R.C.C or R.B work. | 0.29 | KG | - | - |
| 9 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete, 450 mm dia RCC pipes. | - | m | 1 | - |
| 10 | 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 300 mm dia but not exceeding 600 mm. | - | Nos | 1 | - |
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