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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.7 CrAccepted-AOC | L1 | Accepted-AOC Below Rate | |
| 2 | L2₹47.3 Cr+₹2.6 Cr (5.93%)Rejected-Finance S 6 IIND FLOOR FRIENDS TRADE CENTRE NEHRU NAGAR AGRA | AGRA | UTTAR PRADESH | L2 | Rejected-Finance Above rate | |
| 3 | L3₹51.3 Cr+₹6.6 Cr (14.8%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | L3 | Rejected-Finance Above rate | |
| 4 | L4₹53.0 Cr+₹8.3 Cr (18.6%)Rejected-Finance | L4 | Rejected-Finance Above rate | |
| 5 | L5₹54.9 Cr+₹10.2 Cr (22.8%)Rejected-Finance B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | L5 | Rejected-Finance Above rate |
Tender Value
₹59.5 Cr
EMD Value
₹1.2 Cr
Closing Date
17 Mar 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE
se pwd mainpuri
Construction of 2 lane with paved shoulder South Byepass Mainpuri City Road
2025_CEAGR_1015906_1
5134/7M-M.C/2024 Dt. 30.11.2024
Open Tender
Civil Works - Roads
Lump-sum
450 days
mainpuri
Construction of 2 lane with paved shoulder South Byepass Mainpuri City Road
3 documents required · 3 mandatory
₹2,714
₹1.2 Cr
Yes
18 Jun 2025
10 Mar 2025
17 Mar 2025
10 Mar 2025
17 Mar 2025
10 Mar 2025
10 Mar 2025 - 17 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Road Work
Construction of embankment with approved material (Carted Earth) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (as per MoRTH clause -305-3.16) | 4,00,000 | Cum | - | - |
| 2 | Construction of sub-grade and earthen shoulders with approved material (Carted Earth) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (as per MoRTH clause-305-3.18) | 37,000 | Cum | - | - |
| 3 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. (as per MoRTH clause-401) | 32,430 | Cum | - | - |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (as per MoRTH clause - 406) | 29,190 | Cum | - | - |
| 5 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(as per MoRTH clause - 502-5.1) | 1,49,141 | Sqm | - | - |
| 6 | Providing and laying dense graded bituminous macadam with 200 TPH HMP using crushed aggregates of specified grading, premixed with VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (Grading-II) (as per MoRTH clause - 505B-5.4) | 7,457 | Cum | - | - |
| 7 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. For BC (as per MoRTH clause - 503(ii) -5.2) | 1,49,141 | Sqm | - | - |
| 8 | Providing and laying bituminous concrete with 200 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Grading-II) (as per MoRTH clause - 507B-5.5) | 4,474 | cum | - | - |
| 9 | Reinforced cement concrete M20grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (as per MoRTH clause - 8.14-(ii)) | 16 | Nos. | - | - |
| 10 | Reinforced cement concrete M20grade Hectometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (as per MoRTH clause - 8.14-(iii)) | 60 | Nos. | - | - |
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