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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹30.4 LAccepted-Finance | ₹30.4 L | L-1 | Accepted-Finance Due To Lower Rate |
| 2 | L-2₹30.4 LRejected-Finance | ₹30.4 L | L-2 | Rejected-Finance Due To Higher Rate |
Tender Value
₹30.5 L
EMD Value
₹61,000
Closing Date
21 May 2026, 12:00 pmClosed
Executive Engineer, RED, Division Badaun
Office of Executive Engineer, Rural Engineering Department, Division Badaun, Room No. 226, First Floor, Vikas Bhawan, Badaun 243601
Interlocking work from main road to Sunil house in Rampur Tappa Vaishya Gram Panchayat of Dahgawan development block (Dahgawan)
2026_REDUP_1145992_18
05/RED/e-Tender/2025-26 Date 02.04.2026
Open Tender
Civil Works
90 days
Vikas Bhawan Badaun
Please Refer To Tender
2 documents required · 2 mandatory
₹854
₹61,000
Yes
10 Jun 2026
7 May 2026
21 May 2026
7 May 2026
21 May 2026
7 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required sloe and compecting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 cartage 3.00 Km | 220.23 | CUM | 185.25 | ₹40,797.61 |
Dismentling of old BOE Soling Stacking of dismental ed bricks at site required for Proper Completion of the work as direct by e/I (Non Schedule item SR No-1) | 1,014.9 | SQM | 11.4 | ₹11,569.86 | |
Brick soling with straight over burnt bricks laid flat and dry (labour only) including preparation of sub-grade to prescribed camber, filling joints with local earth, spreading blinding coat 1 cm. (3/8") depth of local earth over the entire surface and including labour and T&P etc. but excluding of all material required for proper completion of the work. U.P.P.W.D SI.NO 786 | 1,014.9 | SQM | 112.1 | ₹1,13,770.29 | |
Construction of granular 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. | 73.41 | CUM | 3,861.84 | ₹2,83,497.67 | |
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | - | CUM | 4,945.1 | - | |
Concrete with 4cm (1:1/2"), Gauge brick ballast, fine sand of 1.25 fineness módulous and cement in proportion of 12:6:1 in foundation and under floor, Including supply of all material labour and T&P etc.required for proper completion of the work
S.I.No. 273 | 23.31 | CUM | 3,519.75 | ₹82,045.37 | |
Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 (As per PWD SOR SI No-305) | 57.21 | CUM | 5,301 | ₹3,03,270.21 | |
12 mm thick plaster with cement & coarse sand of 2.25 F.M. in 1:5 mortar over brick work including supply of all materials, labour and T & P including all. S.I.No-584(i) | 69 | SQM | 206.15 | ₹14,224.35 | |
Cement concrete with 2 cm. gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc.
As per SOR No 279(i) | 10.72 | CUM | 7,887.85 | ₹84,557.75 | |
Providing and Laying of factory made 80 mm thick Interlocking cement Concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiels and dressing of surface to required level and slope, filling joints with sand including the cost of material, labour T & P etc. required for proper compection od work as directed by Engineer-in-charge NEW ITEM 1 ROAD WORK Chapter 20 | 1,749.01 | SQM | 831.25 | ₹14,53,864.56 |
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