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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 CrAccepted-AOC | L1 | Accepted-AOC Lowest Rate Bidder | |
| 2 | L2₹10.3 Cr+₹1.0 L (0.10%)Rejected-Finance | L2 | Rejected-Finance higher Rate Bidder |
Tender Value
₹10.8 Cr
EMD Value
₹21.5 L
Closing Date
20 Mar 2025, 12:00 pmClosed
S.E. PRATAPGARH CIRCLE PWD PRATAPGAR
OFFICE OF THE S.E. PRATAPGARH CIRCLE PWD PRATAPGAR
Two lane widening work with paved shoulder from chainage 34.000 to 39.900 of Lalganj-Manjhanpur-Mau road (State Highway-171) (With 5 year Maintenance) in District-Pratapgarh
2025_CEALD_1016809_1
5818/93C/E-Tendring/2024 Dated. 06.12.2024
Open Tender
Civil Works - Roads
Item Rate
365 days
PRATAPGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹21.5 L
OFFICE OF THE S.E. PRATAPGARH CIRCLE PWD PRATAPGAR
16 Apr 2025
12 Mar 2025
20 Mar 2025
12 Mar 2025
20 Mar 2025
12 Mar 2025
19 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material 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. without Cartage of 1 KM | 8,030 | cum | - | - |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 9,470 | cum | - | - |
| 3 | Construction of embankment with approved material obtained from Roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Campaction only | 12,710 | cum | - | - |
| 4 | Construction of sub-grade and earthen shoulders with approved material 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 | 1,925 | cum | - | - |
| 5 | Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 7,130 | cum | - | - |
| 6 | Providing, laying and spreading and compacting graded stone aggregate to wet mix macadem specification inculding Premixing the matreial with water at O.M.C. with in mechnical mix palnt (pag mil) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting smooth wheel roller of 80-100 KM To achive desired density including, lighting barricating and maintence and diversion as table no. 400.11/ 400.12 and technical specification no. 406 | 3,870 | cum | - | - |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | 11,740 | sqm | - | - |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder 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. | 880 | cum | - | - |
| 9 | Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.20 kg per sqm (dry and huge surface) on the prepared surface cleaned with mechanical broom completely including the cost of all labour, T&P. As per MoRT&h no 503 | 11,740 | sqm | - | - |
| 10 | Providing and laying bituminous concrete with higher capacity hot mix plant 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 | 385 | cum | - | - |
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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