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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-Finance | ₹20.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.7 LRejected-Finance | ₹20.7 L | L2 | Rejected-Finance L2 |
Tender Value
₹20.7 L
EMD Value
₹42,000
Closing Date
2 May 2026, 12:00 pmClosed
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT
EXECUTIVE ENGINEER RURAL ENGINEERING DEPARTMENT VIKAS BHAWAN 3rd FLOOR MUZAFFARNAGAR
Gram Meemlana me bijali ghar se Nizazupura road per interlocking tiles va nali Nirman karya
2026_REDUP_1140518_60
18/RED/Tender19/2025-26 Dated 02.04.2026
Open Tender
Civil Works
90 days
MUZAFFARNAGAR
Gram Meemlana me bijali ghar se Nizazupura road per interlocking tiles va nali Nirman karya
3 documents required · 3 mandatory
₹854
₹42,000
Yes
MUZAFFARNAGAR
25 May 2026
25 Apr 2026
4 May 2026
25 Apr 2026
2 May 2026
25 Apr 2026
25 Apr 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 slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | Cum | 173.85 | - |
| 2 | Earth work in filling with ordinary soil cartage up to 3.0 Km in i/c all. | - | cum | 193.33 | - |
| 3 | S/Laying of lean conc. With 1:3:6 mix. 40 mm gauge Brick ballast i/c all as per SI no 800&1200 | - | Cum | 5,770.3 | - |
| 4 | Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor graderTractor mounted appropriate equipment 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 Clouse 401 | - | Cum | 2,133.7 | - |
| 5 | Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill \up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405. | - | Cum | 2,731.25 | - |
| 6 | M-150 class B/W in 1:4 cement & C-sand,infoundation i/c all. as per SI no 600&1200 | - | cum | 5,639.2 | - |
| 7 | 12mm plaster in 1:4 cement & C/ sand mortar complete in all respects. as per SI. N0-600 | - | sqm | 173.85 | - |
| 8 | Cement Concrete with 2cm. Gauge approved stone grit, coarse sand & cement in proportion of 4:2:1 i/c sipply of all materials, labour, as SI N0-800&1200 | - | cum | 6,102.8 | - |
| 9 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | - | Cum | 7,020.5 | - |
| 10 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | Qty | 6,476.15 | - |
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