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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.2 CrAdmitted-Finance H NO 431 RAJENDRA NAGAR ASHOK TENT HOUSE INDRA NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | -1.05% | ₹10.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.7 CrAdmitted-Finance | +3.65% | ₹10.7 Cr | L2 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹20.6 L
Closing Date
20 May 2026, 5:00 pmClosed
SE RUHILKHAND
MORADABAD
CONSTRUCTION OF FIRE STATION 2 UNIT MULTISTOREY G 6 WITH TYPE A 02 UNIT AND TYPE B 12 UNIT IN THE CAMPUS OF FIRE STATION AT TEHSIL AMARIA DISTRICT PILIBHIT
2026_UPHDB_1140037_2
600/M-15A/48 Dt 10.04.2026
Open Tender
Civil Works
720 days
BAREILLY
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
Executive Engineer C.D. Rohilkhand-04
₹20.6 L
Yes
BAREILLY
27 May 2026
21 Apr 2026
21 May 2026
21 Apr 2026
20 May 2026
21 Apr 2026
16 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in Excavation in trenches for foundation, pipes ,cables etc. in ordinary soil (Loam clay or sand) including lift upto 1.5 m.,lead upto 30m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer. 0.00 LVL. TO 1.50 MTR. | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in Excavation in trenches for foundation, pipes ,cables etc. in ordinary soil (Loam clay or sand) including lift upto 1.5 m.,lead upto 30m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer. 1.50 LVL. TO 3.00 MTR. | - | CUM | - | - | BI01010001010000000000000515BI0100001122 |
| 3 | 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, lead up to 50 m and lift upto 1.5 m. | - | CUM | - | - | BI01010001010000000000000515BI0100001123 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in plinth, sides of foundation etc. complete. | - | CUM | - | - | BI01010001010000000000000515BI0100001125 |
| 5 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | - | CUM | - | - | BI01010001010000000000000515BI0100001126 |
| 6 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | - | CUM | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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/ Linadane E.C. 20% with 1% concentration. | - | SQM | - | - | BI01010001010000000000000515BI0100001122 |
| 8 | 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 | - | CUM | - | - | BI01010001010000000000000515BI0100001123 |
| 9 | All works up to plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Raft) All works upto plinth level | - | CUM | - | - | BI01010001010000000000000515BI0100001125 |
| 10 | All works up to plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. (Column) | - | CUM | - | - | BI01010001010000000000000515BI0100001126 |
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