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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAccepted-AOC | ₹25.4 L | L1 | Accepted-AOC DUE TO L1 |
| 2 | L2₹26.5 L+₹1.1 L (4.37%)Rejected-Finance | ₹26.5 L+₹1.1 L (4.37%) | L2 | Rejected-Finance DUE TO L2 |
| 3 | L3₹26.5 L+₹1.1 L (4.40%)Rejected-Finance | ₹26.5 L+₹1.1 L (4.40%) | L3 | Rejected-Finance DUE TO L3 |
| 4 | L4₹26.5 L+₹1.1 L (4.48%)Rejected-Finance | ₹26.5 L+₹1.1 L (4.48%) | L4 | Rejected-Finance DUE TO L4 |
| 5 | L4₹26.5 L+₹1.1 L (4.48%)Rejected-Finance 102 SAI SRINIVASAM PRASHANTH ENCLAVE JEEDIMETLA HYDERABAD TELANGANA 500067 | MEDCHAL MALKAJGIRI | TELANGANA | 500067 | ₹26.5 L+₹1.1 L (4.48%) | L4 | Rejected-Finance DUE TO L4 |
Tender Value
₹26.5 L
EMD Value
₹54,000
Closing Date
15 Jun 2026, 12:00 pmClosed
OFFICE OF EXECUTIVE ENGINEER RED VIKAS BHAWAN KNP
OFFICE OF EXECUTIVE ENGINEER RED VIKAS BHAWAN KNP
Construction of an interlocking road and drain in Syondi Lalaipur villn interlocking road and drain in Syondi Lalaipur village Ghatampur Block extending from Ram Khilawans house past the ANM Centre to the government ration shop
2026_REDUP_1158752_2
296/RED/NIVIDA/FILE-16/2026-27 DT 30.05.2026
Open Tender
Civil Works - Roads
Percentage
180 days
KANPUR NAGAR
TECHNICAL PART
2 documents required · 2 mandatory
₹950
₹54,000
22 Aug 2026
10 Jun 2026
15 Jun 2026
10 Jun 2026
15 Jun 2026
10 Jun 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 |
|---|---|---|---|---|---|
| 1Description of work | |||||
| 1.01 | Cleaning and Grubbing Road Land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top orhanic soil not excaeeding 150mm in thickness as per Technical Specification Clause 201 By Mechanical Means | 60 | sqm | 2.85 | ₹171 |
| 1.02 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per Technical Specification Clause 302.3 | 21.45 | cum | 161.5 | ₹3,464.17 |
| 1.03 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 | 110.4 | cum | 98.61 | ₹10,886.54 |
| 1.04 | Providing and laying in position in C.C. specified grade excluding the cost of centering, shuttering , finishing and reinforcement (1:4:8) with cement, course sand and 40mm gauge stone ballast i/c all as per pwd specifications | 10.73 | cum | 5,453 | ₹58,510.69 |
| 1.05 | Brick masonry work in (1:4) cement and course sand mortar in substructure complete excepting pointing and plastering as per drawing and technical specifications Clauses 602,603,604, 1202 & 1204 | 65.46 | cum | 6,270 | ₹4,10,434.2 |
| 1.06 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 | 5.77 | cum | 6,239.22 | ₹36,000.3 |
| 1.07 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 151.2 | sqm | 190 | ₹28,728 |
| 1.08 | 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 as per MORD specification 401 | 127.63 | cum | 2,513.61 | ₹3,20,812.04 |
| 1.09 | 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. | 121.57 | cum | 3,484.13 | ₹4,23,565.68 |
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