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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.2 LAdmitted-Finance | -4.00% | ₹19.2 L | L1 | Admitted-Finance |
| 2 | L2₹19.5 L+₹30,066.11 (1.56%)Admitted-Finance | -2.50% | ₹19.5 L+₹30,066.11 (1.56%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non-responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-responsive |
Tender Value
₹20.0 L
EMD Value
₹41,000
Closing Date
3 Aug 2026, 12:00 pmClosed
EE RED Sitapur
Vikas Bhawan, Sitapur
Construction of boundary wall in fire station Sitapur, Laying of Interlocking and beautification of reserve police line, Block Khairabad
2026_REDUP_1172229_1
606/RED/Tender/2026-27
Open Tender
Civil Works
Percentage
90 days
Khairabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹41,000
11 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 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 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar as per DSR 15.7.4 | 9.2 | CUM | 1 | ₹9.19 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.as per DSR 2.8.1 | 27.06 | CUM | - | - |
| 3 | 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) AS PER DSR 4.1.8 | 7.29 | CUM | 1 | ₹7.28 |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)AS PER DSR 5.2.2 | 9.54 | CUM | 1 | ₹9.53 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) AS PER DSR 6.1.2 | 9.58 | CUM | - | - |
| 6 | Interlocking Concrete Block Pavement (1) Providing and Laying of 80 mm Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.as per RED Circle rate | 553.43 | SQM | 1 | ₹552.88 |
| 7 | Steel 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. AS PER DSR 5.22.6 | 5.65 | QTL | - | - |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction ofgranular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.as Per CIRCLE RATE Lucknow | 57.4 | CUM | - | - |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) AS PER DSR 6.4.2 | 10.3 | CUM | 1 | ₹10.29 |
| 10 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) AS PER DSR 13.4.1 | 171.3 | SQM | - | - |
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