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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAccepted-AOC | ₹39.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹39.6 L+₹6,345.49 (0.16%)Rejected-Finance | ₹39.6 L+₹6,345.49 (0.16%) | L2 | Rejected-Finance 2nd Lowest Bidder |
Tender Value
₹39.7 L
EMD Value
₹80,000
Closing Date
3 Jun 2026, 12:00 pmClosed
Hemant Saxena
Executive Engineer Rural Engineering Department Vikas Bhawan Lakhimpur Kheri Retender due to 0 Bids Received for the Work
Interlocking work from the Pipra-Paliya contact road to Vill Haidarnagar in Gram Panchayat Khamariya, 520 meters. Block Mitauli
2026_REDUP_1149830_1
219_01/TAV/KHERI/2026-27
Open Tender
Civil Works
Fixed-rate
120 days
Lakhimpur Kheri
Please Refer Tender Document
2 documents required · 2 mandatory
₹944
₹80,000
21 Sept 2026
18 May 2026
3 Jun 2026
18 May 2026
3 Jun 2026
18 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 availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compaction | 546 | cum | 67.45 | ₹36,827.7 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, | 77.35 | Cum | 165.3 | ₹12,785.96 |
| 3 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. | 23.4 | Cum | 8,014.2 | ₹1,87,532.28 |
| 4 | 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 | 83.72 | Cum | 6,934.05 | ₹5,80,518.67 |
| 5 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 613.4 & 1204 | 156 | sqm | 238.45 | ₹37,198.2 |
| 6 | 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 rotavetor at Omc, and compacting with smooth wheel roller to achievethe desired density, comp as per clause 401. | 29.04 | Cum | 4,123 | ₹1,19,731.92 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) | 146.25 | cum | 5,261.1 | ₹7,69,435.88 |
| 8 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1,950 | sqm | 798.95 | ₹15,57,952.5 |
| 9 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | 5.98 | Cum | 8,303.95 | ₹49,657.62 |
| 10 | f'kykU;kl @yksdkiZ.k dk;Zdze gsrq 910×610×20 fe0eh0 lkbt ds xzsukbV iRFkj ij fn;s x;s izk#i ds vuqlkj v{kjksa dks oh vkdkj esa buxzsfoax djds lqugjs jax ls isUV djds fu/kkZfjr LFkku ij ykdj yksgs ds iksZVscy iSMsLVy cukdj iRFkj dks yxkusa dk dk;Z ,oa vukoj.k gsrqq Lopkfyr insZ dh lEiw.kZ O;oLFkk fdjk;s i)fr ij djusa ,oa dk;Zdze ds mijkUr f'kykiVksa dks LVS.M ls fudkydj lEcfU/kr vf/kdkjh dks fn;s x;s funsZ'kksa ds vuqlkj f'kykiVksa dks fu/kkZfjr LFkku ij fcuk VwV &QwV lgh fLFkfr esa nsusa dk dk;ZA | 6 | sqf | 1,552.3 | ₹9,313.8 |
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